These are representative sample records from Science.gov related to your search topic.
For comprehensive and current results, perform a real-time search at Science.gov.
1

[Culicidae of Itaipu lake, in the Paraná river, southern Brazil].  

PubMed

Mosquito catches were made in Guaíra county, Paraná State, southern Brazil, in the vicinity of Itaipu dam, from January to December 1991. The catches were made with a Shannon light trap and human bait. The Shannon light trap was installed beside the highway that used, formerly, to lead to the Sete Quedas cataracts and the human bait was used in the urban area. Data about the Culicidae fauna were obtained as to predominant species, seasonal variation, time of highest density and affinity with human host. Forty-one species were identified as belonging to the Anopheles, Aedes, Aedomyia, Coquillettidia, Culex, Mansonia, Psorophora and Uranotaenia genera. With the Shannon light trap 21,280 mosquitoes were caught and with human bait 1,010. In the catches made with the Shannon light trap, Coquillettidia shannoni, Mansonia humeralis, Anopheles trianulatus, Aedes scapularis and Anopheles albitarsis accounted for 82.78% of all mosquitoes taken. In the catches made on human bait the highest densities of these mosquitoes occurred between 7 p.m. and 9 p.m. Aedes scapularis, Mansonia humeralis and Anopheles albitarsis represented 91.21% of all mosquitoes caught with human bait. The highest densities of Aedes scapularis, on human bait, were found between 8 p.m. and 9 p.m. and those of Mansonia humeralis and Anopheles albitarsis between 6 p.m. and 7 p.m. Among the genera caught with the Shannon light trap Coquillettidia shannoni, Mansonia humeralis and Anopheles albitarsis were most frequent in April, Anopheles triannulatus in January and Aedes scapularis in February. PMID:8525315

Teodoro, U; Guilherme, A L; Lozovei, A L; La Salvia Filho, V; Fukushigue, Y; Spinosa, R P; Ferreira, M E; Barbosa, O C; de Lima, E M

1995-02-01

2

Short-term eddy-covariance measurements of CO2 fluxes at Itaipu Lake, Brazil  

NASA Astrophysics Data System (ADS)

We describe a 5-day campaign of eddy-covariance measurements at Itaipu Lake, in Southern Brazil and estimates of CO2 fluxes over crops in the same region with a SVAT model. Itaipu Lake was formed from the damming of Paraná River at the border between Brazil and Paraguay close to Foz do Iguaçu (BR) and Ciudad del Leste (PY); Itaipu dam is jointly operated by both countries. The measurements were made on the Brazilian side, at a very small island (Lat: -25o 03'25.72" Long -54o 24'33.67" : Altitude: 220 m ASL) located approximately 420 m away from the left (Brazilian) bank. The fetch to the ragged countour of the lake is rather large in the North-South direction: 2891 m to the North, and 1817 m to the South. Eddy covariance instrumentation mounted on a short tower consisted of a Li-Cor LI7500 open-path gas analyzer measuring CO2 and H2O concentrations; 4 Campbell FW3 fine-wire thermocouples and a Campbell CSAT-3 three-dimensional sonic anemometer, and were made at 3.76 m above the tower base, which remained at 2.8 m above the water level during the campaign. Mean concentrations of CO2 with Vaisala GM343 sensors were made at the tower, at 1.77 and 3.66 m above the tower base. The sensors were intercompared before the field experiment. The measurements reported here took place from 00:00 hrs Local Time of Dec 8th 2012 to 00:00 hrs of Dec 13 8th 2012. During most of the time there was fair weather, and the wind came predominantly from the North or North-East, with very favorable fetches. Standard data processing included coordinate rotation, linear detrending, despiking and density corrections. Peak positive and negative CO2 fluxes were -0.016 and +0.013 mmol/m2/s, respectively, with a mean value over the 5-day period of -0.14 mmol/m2/s. This may be compared to CO2 flux estimates using a SVAT model over soy, which yielded peak daytime values of 0.027 mmol/m2/s. These values should be interpreted as local both in time and space (i.e. neither representative of the whole lake or the whole land), and more research is needed to extend their representativeness in time and space. The sign of the CO2 fluxes showed qualitative agreement with 30-min. mean CO2 measurements, with most runs displaying the same sign for the fluxes and (minus) the mean CO2 concentration difference between the 1.77 and 3.66-m levels, suggesting that CO2 flux estimates with mass-transfer theory may be feasible at the site.

Dias, N. L.; Crivellaro, B. L.; Armani, F. S.; Chor, T. L.; Gobbi, M. F.; Santos, A. L.; Lemma/UFPR Scientific Team

2013-05-01

3

Fractionation and potential toxic risk of metals from superficial sediment in Itaipu Lake--boundary between Brazil and Paraguay.  

PubMed

The objective of this study was to evaluate fractions of metals (labile and pseudo-total) extracted from sediment samples collected in Itaipu Lake (boundary between Brazil and Paraguay) and to assess the dynamics and mobility of these fractions by identifying the same bioavailability and ecological risk to metals in the aquatic environment. The concentrations of metal ions were determined by flame atomic absorption spectrometry. There was a correlation between the metal ions, both in the labile and the pseudo-total, with regard to particle size. To assess metals concentrations in sediment, numerical sediment-quality guidelines were applied. The concentrations of aluminum, cadmium, iron, manganese, lead, and zinc in all sediment samples are lower than the proposed probable effects level (PEL), thus possibly indicating that there are no harmful effects from these metals. In contrast, concentrations of copper, chromium, and nickel exceeded the PEL in some samples, thus indicating that these stations are at potential risk. The level of contamination in sediments of Itaipu Lake for all metals was evaluated using contamination factor, degree of contamination, and sum-of-metals toxic unit. PMID:23014936

Kalwa, Miguel; Quináia, Sueli Pércio; Pletsch, Adelmo L; Techy, Laura; Felsner, Maria Lurdes

2013-01-01

4

New data on species of Demidospermus (Dactylogyridae: Monogenea) parasitizing fishes from the reservoir of the Itaipu Hydroelectric Power Station, Paraná State, Brazil, with new synonymies.  

PubMed

Eight known species of Demidospermus (Dactylogyridae, Monogenea) were collected from siluriform fishes from reservoir of the Itaipu Hydroelectric Power Station, Paraná, Brazil. Four of them are recorded for the first time in Brazil, enlarging their geographical distribution: Demidospermus armostus, Demidospermus anus, Demidospermus bidiverticulatum and Demidospermus valenciennesi. Demidospermus labrosi is synonymized with Demidospermus cornicinus and Demidospermus mandi with Demidospermus leptosynophallus and reported from two new hosts. Demidospermus paravalenciennesi and Demidospermus uncusvalidus were also collected. PMID:19245766

Cohen, Simone C; Kohn, Anna

2008-01-01

5

Aquatic macrophytes in the large, sub-tropical Itaipu Reservoir, Brazil.  

PubMed

In the last three decades, rapid assessment surveys have become an important approach for measuring aquatic ecosystem biodiversity. These methods can be used to detect anthropogenic impacts and recognize local or global species extinctions. We present a floristic survey of the aquatic macrophytes along the Brazilian margin of the Itaipu Reservoir conducted in 2008 and compare this with a floristic survey conducted ten years earlier. We used ordination analysis to determine whether assemblage composition differed among reservoir arms. Macrophyte species were sampled in each of the 235 sampling stations using a boat, which was positioned inside three places of each macrophyte stand to record species and search for small plants. We also collected submerged plants using a rake with the boat moving at constant velocity for ten minutes. We assigned individual macrophyte species to life form and identified representative species for each life form. A total of 87 macrophyte taxa were identified. The "emergent" life forms contained the highest number of species, followed by "rooted submerged" life forms. The extensive survey of macrophytes undertaken in September 2008 recorded more species than a survey conducted between 1995 and 1998. This could be due to changes in water physico-chemistry, disturbances due to water drawdown and the long period between surveys, which may have allowed natural colonization by other species. Additionally, differences in the classification systems and taxonomic resolution used in the surveys may account for differences in the number of species recorded. Assemblage composition varied among the arms and was affected by underwater radiation (as measured using a Secchi disk) and fetch. Five non-native species were found. Two of these non-native species (Urochloa subquadripara and Hydrilla verticillata) are of special concern because they have a high frequency of occurrence and occupy large marginal areas of the reservoir. Future surveys should be conducted to determine the habitat most frequently colonized by these species. This would allow management strategies to be developed to protect native aquatic biota and prevent interference with the recreational and commercial uses of the Itaipu Reservoir. PMID:21246998

Mormul, Roger Paulo; Ferreira, Fernando Alves; Michelan, Thaisa Sala; Carvalho, Priscilla; Silveira, Marcio José; Thomaz, Sidinei Magela

2010-12-01

6

[Specific dengue transmission conditions at the local level: a study in Itaipu, Niterói, Rio de Janeiro State, Brazil].  

PubMed

This study analyzes the specific conditions involved in dengue transmission in various areas in Itaipu, a coastal neighborhood in the city of Niterói, Rio de Janeiro State, Brazil, with a focus on socio-environmental determinants and conditioning factors. Four areas were selected with similar dengue incidence rates but different urban planning and socioeconomic patterns. The socio-spatial characteristics of each area were obtained through interviews with key informants and systematic observation. Two distinct factors were identified that may potentially condition the risk of dengue transmission. The first related to the limited water supply and scarce financial resources in a lower-income population. The second was associated with a group having better socioeconomic status, which allowed them to store water in larger tanks. The implementation of a housing infrastructure generated by real estate speculation was a determining factor for the creation of socio-spatial segregation, resulting in different forms of receptiveness and vulnerability to dengue. In this sense, the incomplete and unequal installation of housing infrastructure is a determining factor for the differentiated generation of vector breeding sites and thus for dengue transmission. PMID:19750381

San Pedro, Alexandre; Souza-Santos, Reinaldo; Sabroza, Paulo Chagastelles; Oliveira, Rosely Magalhães de

2009-09-01

7

[Prevalence of Anophelines (Diptera: Culicidae) during sunset in areas of the Itaipu Hydroelectric plant in Guaíra county, state of Paraná, Brazil].  

PubMed

Systematic collections of anophelines were conducted from November 1994 to August 1995 from 18:00 to 20:00 hr using Shannon traps and human-bait along the lake margin which forms the Itaipu Hydroelectric reservoir, State of Paraná, Brazil. Species prevalence was studied at 15 min intervals. Anopheles albitarsis sensu latu and An. galvaoi, were the most frequently collected mosquitoes. All Anopheles species populations peaked between 18:45 and 19:30 hr. The observations illustrate the existence of a haematophagic activity cycle during the early evening hours: exogenous stimulus (the beginning of sunset)-->Shannon trap (light attraction)-->human bait (haematophagy)-->rest and digestion-->exogenous stimulus-->Shannon trap or surrounding vegetation. The greater abundance of An. albitarsis collected in human-bait and Shannon trap suggests it may be a potential malaria vector in the region. PMID:9580488

Guimarães, A E; de Mello, R P; Lopes, C M; Alencar, J; Gentile, C

1997-01-01

8

Greenhouse Gas Emissions from a Hydroelectric Reservoir (Brazil’s Tucuruí Dam) and the Energy Policy Implications  

Microsoft Academic Search

Greenhouse gas emissions from hydroelectric dams are oftenportrayed as nonexistent by the hydropower industry, and havebeen largely ignored in global calculations of emissions fromland-use change. Brazil’s Tucuruí Dam provides an example with important lessons for policy debates on Amazonian development and on how to assess the global warming impact ofdifferent energy options. Tucuruí is better from the pointof view of

Philip M. Fearnside

2002-01-01

9

Dams  

NSDL National Science Digital Library

National Geographic's Dams Web site offers an interactive investigation into the good and bad impacts of dam construction. Visitors choose to view a river system before, during, or after a dam is built. Then at each time interval they can click on various sections of the river and read a short description of what is happening there. For example, after the dam is built, the reservoir that is created upstream causes several hydrological problems such as loss of water from evaporation. Although the text provided on the site is somewhat lacking, the well-done graphics and interactivity make it worth a visit.

1997-01-01

10

Dams  

NSDL National Science Digital Library

Through eight lessons, students are introduced to many facets of dams, including their basic components, the common types (all designed to resist strong forces), their primary benefits (electricity generation, water supply, flood control, irrigation, recreation), and their importance (historically, currently and globally). Through an introduction to kinetic and potential energy, students come to understand how dams generate electricity. They learn about the structure, function and purpose of locks, which involves an introduction to Pascal's law, water pressure and gravity. Other lessons introduce students to common environmental impacts of dams and the engineering approaches to address them. They learn about the life cycle of salmon and the many engineered dam structures that aid in their river passage, as they think of their own methods and devices that could help fish migrate past dams. Students learn how dams and reservoirs become part of the Earth's hydrologic cycle, focusing on the role of evaporation. To conclude, students learn that dams do not last forever; they require ongoing maintenance, occasionally fail or succumb to "old age," or are no longer needed, and are sometimes removed. Through associated hands-on activities, students track their personal water usage; use clay and plastic containers to model and test four types of dam structures; use paper cups and water to learn about water pressure and Pascal's Law; explore kinetic energy by creating their own experimental waterwheel from two-liter plastic bottles; collect and count a stream's insects to gauge its health; play an animated PowerPoint game to quiz their understanding of the salmon life cycle and fish ladders; run a weeklong experiment to measure water evaporation and graph their data; and research eight dams to find out and compare their original purposes, current status, reservoir capacity and lifespan. Woven throughout the unit is a continuing hypothetical scenario in which students act as consulting engineers with a Splash Engineering firm, assisting Thirsty County in designing a dam for Birdseye River.

Integrated Teaching And Learning Program

11

Brazil's Balbina Dam: Environment versus the legacy of the Pharaohs in Amazonia  

Microsoft Academic Search

The Balbina Dam in Brazil's state of Amazonas floods 2360 km2 of tropical forest to generate an average of only 112.2 MW of electricity. The flat topography and small size of the drainage basin make output small. Vegetation has been left to decompose in the reservoir, resulting in acidic, anoxic water that will corrode the turbines. The shallow reservoir contains

Philip M. Fearnside

1989-01-01

12

RADIOCARBON DATING SITES OF ITAPARICA DAM, SÃO FRANCISCO RIVER VALLEY, BRAZIL  

Microsoft Academic Search

This paper reports radiocarbon dates of samples from archaeological sites in the Itaparica Dam region of the São Francisco River (Brazil). This region is important due to the evidence of its use by several prehistoric groups of hunter- gatherers. In the 1980s, a Brazilian state hydroelectric company (CHESF) engaged the federal universities of Bahia and Per- nambuco to perform an

L R P de Andrade Lima

13

Brazil's Balbina Dam: Environment versus the legacy of the Pharaohs in Amazonia  

NASA Astrophysics Data System (ADS)

The Balbina Dam in Brazil's state of Amazonas floods 2360 km2 of tropical forest to generate an average of only 112.2 MW of electricity. The flat topography and small size of the drainage basin make output small. Vegetation has been left to decompose in the reservoir, resulting in acidic, anoxic water that will corrode the turbines. The shallow reservoir contains 1500 islands and innumerable stagnant bays where the water's residence time will be even longer than the average time of over one year. Balbina was built to supply electricity to Manaus, a city that has grown so much while the dam was under construction that other alternatives are already needed. Government subsidies explain the explosive growth, including Brazil's unified tariff for electricity. Alternative power sources for Manaus include transmission from more distant dams or from recently discovered oil and natural gas deposits. Among Balbina's impacts are loss of potential use of the forest and displacement of about one third of the surviving members of a much-persecuted Amerindian tribe: the Waimiri-Atroari. The dam was closed on 1 October 1987 and the first of five generators began operation in February 1989. The example of Balbina points to important ways that the decision-making process could be improved in Brazil and in the international funding agencies that have directly and indirectly contributed to the project. Environmental impact analyses must be completed prior to decisions on overall project implementation and must be free of influence from project proponents. The current environmental impact assessment system in Brazil, as in many other countries, has an undesirable influence on science policy, in addition to failing to address the underlying causes of environmentally destructive development processes and inability to halt “irreversible” projects like Balbina.

Fearnside, Philip M.

1989-07-01

14

Brazil's Samuel Dam: lessons for hydroelectric development policy and the environment in Amazonia.  

PubMed

Brazil's Samuel Dam, which formed a 540-km2 reservoir in the state of Rondônia in 1988, provides lessons for development decisions throughout Amazonia and in other tropical areas. The decision to build the dam was heavily influenced by its role in the political strategies of key decision makers. Samuel illustrates both impacts and benefits of electricity supply and the dilemmas facing decision makers regarding the various options for planned electricity generation. Environmental costs included flooding forest and stimulating illegal logging activity throughout western Amazonia because of an exception opened for Samuel in Brazil's prohibition of export of raw logs. Samuel emitted substantially more greenhouse gases than would have been emitted by generating the same amount of electricity from oil. Contamination of fish in the reservoir resulted from methylation of mercury present in the soil. Social costs of the dam included resettlement of 238 families of farmers; impacts on indigenous people were indirect. Mitigating measures included faunal rescue and creation of a forest reserve. The lessons of Samuel include the need to consider a full range of alternatives prior to making decisions in practice and the importance of adhering to the logical sequence of decision making, where information is gathered and compared prior to the decision. It also shows the need to maintain flexibility when the costs and benefits of different alternatives change significantly over the course of the project's planning and execution, as occurred at Samuel. PMID:15984060

Fearnside, Philip M

2005-01-01

15

Environmental impacts of Brazil's Tucuruí Dam: unlearned lessons for hydroelectric development in Amazonia.  

PubMed

Brazil's Tucuruí Dam provides valuable lessons for improving decision-making on major public works in Amazonia and elsewhere. Together with social impacts, which were reviewed in a companion paper, the project's environmental costs are substantial. Monetary costs include costs of construction and maintenance and opportunity costs of natural resources (such as timber) and of the money invested by the Brazilian government. Environmental costs include forest loss, leading to both loss of natural ecosystems and to greenhouse gas emissions. Aquatic ecosystems are heavily affected by the blockage of fish migration and by creation of anoxic environments. Decay of vegetation left in the reservoir creates anoxic water that can corrode turbines, as well as producing methane and providing conditions for methylation of mercury. Defoliants were considered for removing forest in the submergence area but plans were aborted amid a public controversy. Another controversy surrounded impacts of defoliants used to prevent regrowth along the transmission line. Mitigation measures included archaeological and faunal salvage and creation of a "gene bank" on an island in the reservoir. Decision-making in the case of Tucuruí was virtually uninfluenced by environmental studies, which were done concurrently with construction. The dam predates Brazil's 1986 requirement of an Environmental Impact Assessment. Despite limitations, research results provide valuable information for future dams. Extensive public-relations use of the research effort and of mitigation measures such as faunal salvage were evident. Decision-making was closely linked to the influence of construction firms, the military, and foreign financial interests in both the construction project and the use of the resulting electrical power (most of which is used for aluminum smelting). Social and environmental costs received virtually no consideration when decisions were made, an outcome facilitated by a curtain of secrecy surrounding many aspects of the project. Despite improvements in Brazil's system of environmental impact assessment since the Tucuruí reservoir was filled in 1984, many essential features of the decision-making system remain unchanged. PMID:11148764

Fearnside, P M

2001-03-01

16

Utilization of the fish ladder at the Engenheiro Sergio Motta Dam, Brazil, by long distance migrating potamodromous species  

Microsoft Academic Search

Utilization of the fish ladder installed at the Engenheiro Sergio Motta Dam (also known as Porto Primavera) on the Paraná River, Southern Brazil, by long-distance migrating potamodromous species (sampling Protocol I), and ascending and descending move- ments (Protocol II) were evaluated. Three pools along the fish ladder (designated as lower, middle, and upper) were sampled monthly between December, 2004 and

Sérgio Makrakis; Maristela Cavicchioli Makrakis; Ricardo Luiz Wagner; João Henrique Pinheiro Dias; Luiz Carlos Gomes

2007-01-01

17

Ascent of neotropical migratory fish in the Itaipu Reservoir fish pass  

USGS Publications Warehouse

The Piracema Canal is a complex 10-km fish pass system that climbs 120m to connect the Paran?? River to the Itaipu Reservoir along the Brazil-Paraguay border. The canal was constructed to allow migratory fishes to reach suitable habitats for reproduction and feeding in tributaries upstream from the reservoir. The Piracema Canal attracted 17 of the 19 long-distance migratory species that have been recorded in the Paran?? River Basin and Paraguay-Paran?? Basin. However, the incidence of migratory fish decreased from downstream to upstream, with the pattern of decrease depending on species. Overall, 0.5% of the migratory fish that entered the Piracema Canal and segment 1, eventually were able to reach segment 5 and potentially Itaipu Reservoir. Ascension rate was examined relative to various physical attributes of canal segments; maximum water velocity emerged as the most influential variable affecting fish passage. Water velocity may be manipulated by controlling water discharge, and by re-engineering critical sections of the canal. Because the Itaipu Reservoir flooded a set of falls that separated two distinct biogeographical regions, facilitating fish movements through the Piracema Canal into the Itaipu Reservoir presents a management dilemma that requires deliberation in the context of the fish assemblages rather than on selected migratory species. ?? 2010 John Wiley & Sons, Ltd.

Makrakis, S.; Miranda, L.E.; Gomes, L.C.; Makrakis, M.C.; Junior, H.M.F.

2011-01-01

18

Profiles of sex steroids, fecundity, and spawning of the curimatã-pacu Prochilodus argenteus in the São Francisco River, downstream from the Três Marias Dam, Southeastern Brazil  

Microsoft Academic Search

The present study evaluated for the first time sex steroid profiles and fecundity in females of Prochilodus argenteus from two sections of the São Francisco River Brazil, downstream from the Três Marias Dam, which influences characteristics of their water habitat. The model species in the study, P. argenteus, is an important commercial and recreational species in Brazil. In the region

Fábio. P. Arantes; Helio B. Santos; Elizete Rizzo; Yoshimi Sato; Nilo Bazzoli

2010-01-01

19

Profiles of sex steroids, fecundity, and spawning of the curimatã-pacu Prochilodus argenteus in the São Francisco River, downstream from the Três Marias Dam, Southeastern Brazil.  

PubMed

The present study evaluated for the first time sex steroid profiles and fecundity in females of Prochilodus argenteus from two sections of the São Francisco River Brazil, downstream from the Três Marias Dam, which influences characteristics of their water habitat. The model species in the study, P. argenteus, is an important commercial and recreational species in Brazil. In the region closest to the dam (section 1), females did not reach final oocyte maturation, failed to spawn, and displayed lesser circulating concentrations of testosterone, 17(-hydroxyprogesterone (17(-P) and 17beta-estradiol (E2) than those farther downstream of the dam (section 2). The endocrine and fecundity deficiencies probably are attributed to lower water temperature and oxygen concentration in (section 1). The follicular atresia rate in the region closest to the dam (26%) was greater than those fish captured farther downstream of the dam (13%), after the Abaeté River (section 2). Variations in testosterone, E2 and 17(-P concentrations in section 2, followed gonadal maturation which are typical features of species which have seasonal reproduction, group-synchronous oocyte development, and are single batch spawners such as P. argenteus. Results document the first evidence of endocrine and reproductive dysfunctions caused by inadequate water conditions in a wild population of the migratory species P. argenteus in the São Francisco River, downstream from the Três Marias dam. PMID:19683404

Arantes, Fábio P; Santos, Helio B; Rizzo, Elizete; Sato, Yoshimi; Bazzoli, Nilo

2010-04-01

20

Dam Impacts  

NSDL National Science Digital Library

While the creation of a dam provides many benefits, it can have negative impacts on local ecosystems. Students learn about the major environmental impacts of dams and the engineering solutions used to address them.

Integrated Teaching And Learning Program

21

Dam Forces  

NSDL National Science Digital Library

Students learn how the force of water helps determine the size and shape of dams. They use clay to build models of four types of dams, and observe the force of the water against each type. They conclude by deciding which type of dam they, as Splash Engineering engineers, will design for Thirsty County.

2014-09-18

22

Influence of environmental parameters on the concentration of subsurface dissolved methane in two hydroelectric power plants in Brazil  

NASA Astrophysics Data System (ADS)

Methane (CH4) is a trace gas in the atmosphere of great importance for atmospheric chemistry as one of the main greenhouse gases. There are different sources with the largest individual production associated with the degradation of organic matter submerged in flooded areas. The amount of dissolved methane that reaches the surface depends on the production in the sediments and consumption in the water column. Both processes are associated with microbial activity and consequently dependent on the physico-chemical environmental conditions. The construction of hydroelectric dams cause flooding of areas near the river that can change the characteristics of the environment and cause changes in subsurface methane concentration. In this work, we studied two hydroelectric plants located in Brazil: Batalha (17°20'39.52"S, 47°29'34.29"W), under construction when the samples were take, and Itaipu (25°24'45.00"S, 54°35'39.00"W) which has been floated over 30 years ago. The water samples to determine dissolved methane were collected approximately 5 cm near the surface. In each collection point was measured depth, water temperature, pH and redox potential. The range of dissolved methane between the two dams was similar: 0.07-10.33 ?g/l (Batalha) and 0.15-10.93 ?g/l (Itaipu). However, the Batalha's average (4.04 × 3.43 ?g/l; median = 3.66 ?g/l) was higher than that observed in Itaipu (2.15 × 1.59 ?g/l; median = 2.53 ?g/l). The influence of environmental parameters on the concentration of dissolved methane was evaluated by multivariate statistical techniques (Principal Component Analysis - PCA). All of the parameters had some correlation with dissolved methane, however, the greatest contribution in Batalha was associated with pH while in Itaipu was the depth. The pH variation of the various points studied in Batalha may be associated with periods of drought and flooding of the river and hence the incorporation of organic matter in the environment. The organisms responsible for the production and oxidation of methane in water are very susceptible to changes in pH, resulting in variations in the amount of gas that is transported to the surface. In Itaipu, depth variation was shown to have more influence than the other parameters. The increase of the water column results in a longer path through which methane is transported, increasing the oxidation potencial by bacteria in the water, decreasing the amount of CH4 can be emitted to the atmosphere. The comparison between the two dams showed that the environmental parameters influences the the production and consumption of methane in water and the importance of each parameter can vary according to the characteristics of each reservoir.

Silva, M. G.; Marani, L.; Alvala, P. C.

2013-12-01

23

Analyses of lake sediments from Itaipú dam using x-ray fluorescence  

NASA Astrophysics Data System (ADS)

The objective of this study was to use principal component analysis (PCA), with data from Energy Dispersive X-Ray Fluorescence (EDXRF) of sediment samples from Itaipú artificial beaches, to find correlations between metal concentrations present in the sediments and physical-chemical properties. Samples were collected at nine points at Itaipu dam lake dam from 80 cm depth of water column, dried at room temperature and grinded in a mortar to obtain a particle size lower than 70 ?m. The samples with higher concentration of organic matter and metal ions have correlation with the smaller sample size, i.e., clay.

dos Santos, Felipe Rodrigues; Novacoski, Ezequiel J.; Melquiades, Fábio L.

2013-05-01

24

106. DAM EARTH DIKE SUBMERSIBLE DAMS & DIKE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

106. DAM - EARTH DIKE - SUBMERSIBLE DAMS & DIKE CONN. AT MOVABLE DAM (ML-8-52/2-FS) March 1940 - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 8, On Mississippi River near Houston County, MN, Genoa, Vernon County, WI

25

Cracking Dams  

NSDL National Science Digital Library

This is a comprehensive site that looks at many components of dams, including construction, destruction, and other issues. Access is organized into three levels by grade level. Information on cracks, case histories of the building and problems associated with some well known dams, and some real and imagined scenarios are included.

Polaha, Megann

26

Hydroelectric Dams  

NSDL National Science Digital Library

Although hydroelectric power represents a relatively small portion of the world's energy resources, it is still an important commodity with great potential. To harness hydropower, civil engineers must design dams that convert the kinetic energy of water into electricity.The fundamentals of general-use dams are discussed on the home page of the US Society on Dams (1). Besides providing brief background information, there are a few examples of the benefits of dams to society. For a much more technical perspective, check out the Hydropower Program of the US Department of Energy (2). This site examines (among other things) research and development and turbine systems used in hydropower operations. There are several reports available for download, many of which deal with improved technology that minimizes environmental hazards. A good place for grade school students to learn about dams is at National Geographic's Geoguide Web site (3). On the main page, the user can learn about different stages of development in dam construction. A section for classroom and family activities suggests many fun, educational projects that are suitable for kindergarten through high school. The Hydroelectric Design Center (see #4 above for URL) is part of the Army Corps of Engineers. The center's home page has a lot of information about hydropower projects with which it is involved, as well as descriptions of processes and components of a hydropower plant. Possibly the most famous dam in North America is the Hoover Dam (5). History, articles, functional descriptions, pictures, and other media are on the Hoover Dam Web site. A sharp contrast to the glory of the Hoover Dam is the Three Gorges Dam project in China (6). If it is completed, it will be the biggest dam on Earth; however, environmental concerns plague the project with controversy. This Web site outlines the enormous scale of the project and explains the possible benefits and disastrous consequences that may result. The Three Gorges Dam is the subject of a great activity for middle school students at DiscoverySchool.com (7). The activity is set up as a detailed lesson plan that lets teachers introduce the problems and benefits of the dam; additionally, basic engineering concepts are discussed. Hydropower could mean more than just electricity for the Lao People's Democratic Republic, a small country in Indochina where poverty is widespread. The Nam Theun 2 hydroelectric project (8) could bring substantial revenues from exported electricity.

Leske, Cavin.

2002-01-01

27

Q00906010024 rock check dam  

E-print Network

00906010024 rock check dam Q00906010025 rock check dam Q00906010021 rock check dam Q00906010022 rock check dam Q00906010027 rock check dam Q00906010026 rock check dam Q00906010018 rock check dam Q00906010023 rock check dam Q00906010011 rock check dam Q00906010008 rock check dam Q00906010007 rock check dam Q

28

Studies on entomological monitoring: mosquito species frequency in riverine habitats of the Igarapava Dam, Southern Region, Brazil.  

PubMed

Diversity of mosquito species was evaluated in different habitats before and after the Igarapava reservoir flooding in the Grande River, Southern Cerrado of Brazil. We aimed at verifying changes in these mosquito populations in consequence of the lake formation. Four habitats were selected as sampling stations: peridomiciliary habitat, pasture, "veredas" and gallery forest patch. Bimonthly collections were made with the Shannon trap and human bait, including diurnal, crepuscular and nocturnal period of mosquito activity. The Shannon Index results from the potential vectors were compared using Student t-test. Aedes scapularis, Anopheles darlingi and An. albitarsis senso latu seasonal abundance were described with moving average and compared using chi2 test. There were changes in the mosquito frequency in the habitats, except for the "veredas" that was 13 km away from the catchment area. The altering in mosquito species seasonal abundance suggests breeding places expansion. Diversity indexes can be used to monitor changes in mosquito vector population in environments where abrupt disturbance can alter disease transmission cycles. PMID:15361975

Tubaki, Rosa Maria; Menezes, Regiane Maria Tironi de; Cardoso, Rubens Pinto; Bergo, Eduardo Sterlino

2004-01-01

29

Cracking Dams  

NSDL National Science Digital Library

This interactive activity aids students in understanding structures (particularly dams), fracture mechanics, engineering, hydraulics and geotechnology. This site emphasizes analytical thinking, iterative design, multiple solutions and teamwork. Learning in this activity is mostly collaborative, particularly in the WebQuests, which complement the simulations and activities. There are also hands-on sections and case-based reasoning. There are many references and links provided for more information.

2007-06-15

30

INFLUENCE OF THE ABAETERIVER ON THE REPRODUCTIVE SUCCESS OF THE NEOTROPICAL MIGRATORY TELEOST PROCHILODUS ARGENTEUS IN THE SAO FRANCISCO RIVER, DOWNSTREAM FROM THE TRES MARIAS DAM, SOUTHEASTERN BRAZIL  

Microsoft Academic Search

The curimata ˜-pacu Prochilodus argenteus is an important characiform from the Sao Francisco River basin that performs long- distance migrations for spawning upstream during the rainy season, when the temperature and photoperiod are elevated. Despite the interruption of the migratory routes by the Tres Marias Dam and accentuated decline in fishing, the curimata ˜-pacu still sustains the fisheries at the

YOSHIMI SATO; ELIZETE RIZZO; MARIA BEATRIZ; MARIO O. T. MIRANDAd

31

Integrated Dam Assessment Models Towards Sustainability of Dams  

E-print Network

Integrated Dam Assessment Models ­ Towards Sustainability of Dams Desiree Tullos, Bryan Tilt, Phil Brown, Darrin Magee, and Aaron Wolf #12;Costs and benefits of dams "Dams have made an important, and by the natural environment" (WCD 2000) #12;Dams in, out, and reoperated #12;Dams out: Dam removal in America

Tullos, Desiree

32

50. LOCK AND DAM NO. 26 (REPLACEMENT). FIRST STAGE DAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

50. LOCK AND DAM NO. 26 (REPLACEMENT). FIRST STAGE DAM -- DAM CONCRETE -- GENERAL ARRANGEMENT -- SECTION AND ELEVATIONS. M-L 26(R) 40/3 - Upper Mississippi River 9-Foot Channel Project, Lock & Dam 26R, Alton, Madison County, IL

33

49. LOCK AND DAM NO. 26 (REPLACEMENT). FIRST STAGE DAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

49. LOCK AND DAM NO. 26 (REPLACEMENT). FIRST STAGE DAM -- DAM CONCRETE -- TYPICAL PIER ISOMETRIC. M-L 26(R) 40/1 - Upper Mississippi River 9-Foot Channel Project, Lock & Dam 26R, Alton, Madison County, IL

34

CRIB DAM, LOOKING ALONG DAM FROM WEST ABUTMENT, SHOWING PLANK ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

CRIB DAM, LOOKING ALONG DAM FROM WEST ABUTMENT, SHOWING PLANK SHEATHING IN FOREGROUND. VIEW TO EAST - Kachess Dam, 1904 Cascade Canal Company Crib Dam, Kachess River, 1.5 miles north of Interstate 90, Easton, Kittitas County, WA

35

Are Dams Forever?  

NSDL National Science Digital Library

Students learn that dams do not last forever. Similar to other human-made structures, such as roads and bridges, dams require regular maintenance and have a finite lifespan. Many dams built during the 1930-70s, an era of intensive dam construction, have an expected life of 50-100 years. Due to inadequate maintenance and/or for environmental reasons, some of these dams will fail or be removed in the next 50 years. The engineers with Splash Engineering have an ethical obligation to remind Thirsty County of the maintenance and lifespan concerns associated with its dam.

Integrated Teaching And Learning Program And Laboratory

36

V00306010057 rock check dam  

E-print Network

¬« ¬« ¬« ¬« ¬« XY! 16-020 16-030(c) 16-026(l) 16-028(c) 16-026(l) V00306010057 rock check dam V00306010012 rock check dam V00306010040 rock check dam V00306010039 rock check dam V00306010058 rock check dam V00306010064 rock check dam V00306010061 rock check dam V00306010062 rock check dam V00306010063

37

Safety of Tailings Dams  

NSDL National Science Digital Library

Contains information on different aspects of tailings dams; tailings dam properties, disasters, failure modes, slurry waves, stability analysis, and safe tailings disposal. Also includes a slope stability calculator and a tailings flow slide calculator.

2008-08-25

38

Dam Pass or Fail  

NSDL National Science Digital Library

Students conduct Internet research to investigate the purpose and current functioning status of some of the largest dams throughout the world. They investigate the success or failure of eight dams and complete a worksheet. While researching the dams, they also gain an understanding of the scale of these structures by recording and comparing their reservoir capacities. Students come to understand that dams, like all engineered structures, have a finite lifespan and require ongoing maintenance and evaluation for their usefulness.

Integrated Teaching And Learning Program

39

W02106010008 rock check dam  

E-print Network

W-SMA-14.1 5.169 Acres W02106010008 rock check dam W02106010009 rock check dam W02106010010 rock check dam W02106010011 rock check dam W02106010012 rock check dam W02103010018 earthen berm W02103010016 dam Established vegetation Seed and mulch Sediment trap/basin Gabion Cap SWMU boundary SMA drainage

40

J00206010020 rock check dam  

E-print Network

XY! J00206010020 rock check dam J00206010023 rock check dam 09-009 09-009 09-009 PJ-SMA-2 0.901 Acres J00206010021 rock check dam J00206010019 rock check dam J00206010014 rock check dam J00203010007 Smith DATE: 14-November-2014 REVISION NUMBER: 8 XY! IP sampler location Berm Channel/swale Check dam

41

Glen Canyon Dam  

USGS Multimedia Gallery

The Glen Canyon Dam on the Colorado River in Arizona. At noon Monday, Nov. 19, U.S. Interior Secretary Ken Salazar will open the dam’s river outlet tubes, releasing controlled flows larger than the usual 8,000-25,000 cubic feet per second that flows through the turbines of the Glen...

42

Hoover Dam Learning Packet.  

ERIC Educational Resources Information Center

This learning packet provides background information about Hoover Dam (Nevada) and the surrounding area. Since the dam was built at the height of the Depression in 1931, people came from all over the country to work on it. Because of Hoover Dam, the Colorado River was controlled for the first time in history and farmers in Nevada, California, and…

Bureau of Reclamation (Dept. of Interior), Washington, DC.

43

Durability Assessment of an Arch Dam using Inverse Analysis with Neural Networks and High Performance Computing.  

E-print Network

Durability Assessment of an Arch Dam using Inverse Analysis with Neural Networks and High de Brasília diannemv@guarany.cpd.unb.br Abstract: In the present work, an analysis of the Funil dam, a double curvature arch dam placed in the state of Rio de Janeiro, Brazil, is presented. The considered

Coutinho, Alvaro L. G. A.

44

V01406010015 rock check dam  

E-print Network

XY! ¬« ¬« V01406010015 rock check dam V01406010014 rock check dam V01406010013 rock check dam 1501403010012 earthen berm V01403010008 earthen berm V01406010003 rock check dam V01406010004 rock check dam V01406010010 rock check dam V01406010011 rock check dam 15-0651 15-0307 15-0588 15-0532 15-0575 stormdrain 7160

45

16. Parker Dam, only top fourth of dam visible, at ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

16. Parker Dam, only top fourth of dam visible, at 320' high, Parker Dam is one of the highest in the world. Much of this height is because dam penetrates well below river bottom to fasten to bedrock. - Parker Dam, Spanning Colorado River between AZ & CA, Parker, La Paz County, AZ

46

9. Excavation work at Pleasant Dam (now called Waddell Dam). ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

9. Excavation work at Pleasant Dam (now called Waddell Dam). Photographer unknown, July, 22, 1926. Source: Maricopa County Municipal Water Conservation District Number One (MWD). - Waddell Dam, On Agua Fria River, 35 miles northwest of Phoenix, Phoenix, Maricopa County, AZ

47

T00406010008 rock check dam  

E-print Network

XY! ¬« T00406010008 rock check dam T00406010009 rock check dam T00406010010 rock check dam T00406010011 rock check dam T-SMA-2.85 0.344 Acres 35-014(g) 35-016(n) T00406010005 rock check dam T00406010006 rock check dam T00403090004 curb T00402040007 established vegetation, green hatch area 7200 7200 7180

48

NEW ENGLAND DAMS  

EPA Science Inventory

With the National Dam Inspection Act (P.L. 92-367) of 1972, Congress authorized the U.S. Army Corps of Engineers (USACE) to inventory dams located in the United States. The Water Resources Development Act of 1986 (P.L 99-662) authorized USACE to maintain and periodically publish...

49

Maple River Dam Spillway  

USGS Multimedia Gallery

The Maple River Dam is a pass-through dam that lets a limited amount of water flow through year round and fills the reservoir only during high flow. If the water rises high enough to fill the reservoir, water flows over the spillway shown in this photo.  Video taken at the same time is availabl...

50

Cold Air Damming  

NSDL National Science Digital Library

Cold Air Damming is part of the Mesoscale Meteorology Primer series. This module first presents a Navy forecast scenario prior to the development of a major cold air damming (CAD) event along the east slopes of the Appalachian Mountains. Then, from a conceptual standpoint, the classic CAD scenario is described in detail, both from an observational and modeling standpoint.

2014-09-14

51

Dammed or Damned?  

ERIC Educational Resources Information Center

Summarizes issues raised at a workshop on "People and Dams" organized by the Society for Participatory Research in Asia. Objectives were to (1) understand problems created by dams for people, (2) consider forces affecting displaced populations and rehabilitation efforts, and (3) gain a perspective on popular education efforts among affected…

Hirsch, Philip

1988-01-01

52

GeoGuide: Dams!  

NSDL National Science Digital Library

The site offers an interactive discussion of different vantage points associated with dam building. It describes some of the engineering and environmental issues that go into the process of selecting a site for building a dam and the conditions necessary for electrical generation. Links to classroom and family activities are organized by grade level.

53

Glen Canyon Dam  

USGS Multimedia Gallery

The USGS Glen Canyon Adaptive Management Working Group took a trip in August from Glen Canyon Dam to Lees Ferry on Friday, August 31, 2012. This spot at Four Mile (four miles downstream from the dam) is where a lot of people fish: There were fishermen that day that claimed to have c...

54

1. GORGE HIGH DAM. THIS THIN ARCH DAM WITH A ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. GORGE HIGH DAM. THIS THIN ARCH DAM WITH A GRAVITY SECTION IS THE THIRD DAM BUILT BY SEATTLE CITY LIGHT TO PROVIDE WATER FOR GORGE POWERHOUSE AND WAS COMPLETED IN 1961, 1989. - Skagit Power Development, Gorge High Dam, On Skagit River, 2.9 miles upstream from Newhalem, Newhalem, Whatcom County, WA

55

Hoover Dam Intake Towers  

USGS Multimedia Gallery

Hoover Dam impounds Lake Mead and provides drinking water and hydroelectric power to the surrounding area. It was constructed between 1931 and 1936. The Intake Towers are where water enters to generate electricity....

56

Seismic rehabilitation of earth dams  

SciTech Connect

The purpose of this paper is to present methods available for engineered remediation of seismically deficient earth dams (not including tailings dams), to review their strengths and weaknesses, to present case histories of the application of these methods, and to draw conclusions about the state of practice. A survey of completed and active rehabilitation projects was made. This survey identified 30 dams with engineering fixes and 22 with operational fixes. Data was obtained and is presented in tabular form for 36 dams. Of these dams, 13 had seismically deficient foundations, 15 had deficient embankments, and 8 had deficiencies in both embankment and foundations. Synopses of case histories are presented for John Hart Dam, Sardis Dam, Mormon Island Auxiliary Dam, and Pleasant Valley Dam.

Marcuson, W.F. III; Hadala, P.F.; Ledbetter, R.H. [Army Engineer Waterways Experiment Station, Vicksburg, MS (United States)] [Army Engineer Waterways Experiment Station, Vicksburg, MS (United States)

1996-01-01

57

Assessment of spermatogenesis and plasma sex steroids in a seasonal breeding teleost: a comparative study in an area of influence of a tributary, downstream from a hydroelectric power dam, Brazil.  

PubMed

River damming and building of hydroelectric power plants interrupt the reproductive migration routes and change the major physicochemical parameters of water quality, with drastic consequences for populations of migratory fishes. The goal of this study was to evaluate proliferation and cell death during spermatogenesis and serum profiles of sex steroids in Prochilodus argenteus, from the São Francisco River, downstream from the Três Marias Dam. A total of 257 adult males were caught quarterly during a reproductive cycle in two sites: the first 34 km of the river after the dam (site 1) and the second 34-54 km after the dam (site 2), after the confluence with a tributary, the Abaeté River. Seasonal changes in the testicular activity associated with morphometric analyses of germ cells as well as proliferation and testicular apoptosis support a more active spermatogenesis in fish from site 2, where higher levels of sex steroids and gonadosomatic index (GSI) were also found. In site 1, fish presented low serum levels of testosterone, 17?-estradiol and 17?-hydroxyprogesterone and a low GSI during gonadal maturation. Spermatogonial proliferation (PCNA) and apoptosis (TUNEL) were more elevated in fish from site 1, but spermatocytes were mainly labelled in fish from site 2. Overall, these data demonstrate changes in testicular activity and plasma sex steroids in a neotropical teleost fish living downstream from a hydroelectric dam, supplying new data on fish reproduction in regulated rivers. Moreover, morphometric analyses associated with sex steroids profiles provide reliable tools to assess fish spermatogenesis under environmental stress conditions. PMID:22688450

Domingos, Fabricio F T; Thomé, Ralph G; Arantes, Fabio P; Castro, Antonio Carlos S; Sato, Yoshimi; Bazzoli, Nilo; Rizzo, Elizete

2012-12-01

58

United States Society on Dams  

NSDL National Science Digital Library

The United States Society on Dams (USSD) is a professional organization that promotes the advancement of dam engineering and technology, and fosters public awareness of the importance of dams. The best feature on the society's home page is its excellent introduction to dams and their benefits. First, a short definition of a dam is given, and then some reasons for their construction are outlined with specific examples. There are many pictures of dams across the country, and most have explanations for their importance. Hydroelectric power as a renewable resource is discussed in detail. This Web site is a good learning resource for both kids and adults.

2002-01-01

59

Dams and Intergovernmental Transfers  

NASA Astrophysics Data System (ADS)

Gainers and Losers are always associated with large scale hydrological infrastructure construction, such as dams, canals and water treatment facilities. Since most of these projects are public services and public goods, Some of these uneven impacts cannot fully be solved by markets. This paper tried to explore whether the governments are paying any effort to balance the uneven distributional impacts caused by dam construction or not. It showed that dam construction brought an average 2% decrease in per capita tax revenue in the upstream counties, a 30% increase in the dam-location counties and an insignificant increase in downstream counties. Similar distributional impacts were observed for other outcome variables. like rural income and agricultural crop yields, though the impacts differ across different crops. The paper also found some balancing efforts from inter-governmental transfers to reduce the unevenly distributed impacts caused by dam construction. However, overall the inter-governmental fiscal transfer efforts were not large enough to fully correct those uneven distributions, reflected from a 2% decrease of per capita GDP in upstream counties and increase of per capita GDP in local and downstream counties. This paper may shed some lights on the governmental considerations in the decision making process for large hydrological infrastructures.

Bao, X.

2012-12-01

60

140. PLAN AND SECTION OF NEW DAM AND OLD DAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

140. PLAN AND SECTION OF NEW DAM AND OLD DAM From Annual Report of 1872, Water Department of Philadelphia - Fairmount Waterworks, East bank of Schuylkill River, Aquarium Drive, Philadelphia, Philadelphia County, PA

61

Fish reproductive guilds downstream of dams.  

PubMed

Fish reproductive guilds were used to evaluate the responses of species with different reproductive strategies during two different periods of post-dam construction. The data used for the comparisons were collected in the upper Paraná River floodplain (Brazil), downstream of the Porto Primavera dam, 2 and 10 years after impoundment. The abundance (catch per unit effort, CPUE), species richness, evenness and structure of communities, all within reproductive guilds, were used to test the hypothesis that these metrics vary spatially and temporally. The influence of damming on species structure and the diversity of fish reproductive guilds varied spatiotemporally, and species with opportunistic reproductive strategies tended to be less affected. Conversely, long-distance migratory species responded more markedly to spatiotemporal variations, indicating that the ecosystem dynamics exert greater effects on populations of these species. Thus, the effects of a dam, even if attenuated, may extend over several years, especially downstream. This finding emphasizes the importance of maintaining large undammed tributaries downstream of reservoirs. PMID:25230203

Vasconcelos, L P; Alves, D C; Gomes, L C

2014-11-01

62

Dam health diagnosis and evaluation  

NASA Astrophysics Data System (ADS)

Based on the bionics principle in the life sciences field, we regard a dam as a vital and intelligent system. A bionics model is constructed to observe, diagnose and evaluate dam health. The model is composed of a sensing system (nerve), central processing unit (cerebrum) and decision-making implement (organism). In addition, the model, index system and engineering method on dam health assessment are presented. The proposed theories and methods are applied to evaluate dynamically the health of one concrete dam.

Wu, Zhongru; Su, Huaizhi

2005-06-01

63

Wim van Dam CURRICULUM VITAE  

E-print Network

Wim van Dam CURRICULUM VITAE Department of Computer Science Work: +1-805-893 5211 Harold Frank Hall in physics. #12;Curriculum Vitae Wim van Dam, June 2008 2 PUBLICATIONS Journal and Conference Articles [1] "Quantum Algorithms for Algebraic Problems", Andrew M. Childs and Wim van Dam, to appear in Reviews

California at Santa Barbara, University of

64

EARTH DAM OR SPILLWAY?  

Technology Transfer Automated Retrieval System (TEKTRAN)

Aging of the US water control and management infrastructure is increasing the likelihood that some dams will be overtopped during extreme floods. As structures approach their planned service life, sediment pools fill and continued sedimentation results in a reduction in the volume available for flo...

65

Post Falls Dam stabilization  

SciTech Connect

The stability of Washington Water Power`s (WWP) Middle Channel and South Channel Dams at Post Falls, Idaho, were evaluated as required by the Federal Energy Regulatory Commission (FERC) and did not meet guideline stability criteria under Probable Maximum Flood (PMF) loading. This paper describes the stability analysis, stabilization design, design parameters, construction of the anchors, and compares the design and as-built conditions. Value engineering was used to select the optimal stabilization measure. Constructibility, cost, and schedule were major considerations. The value engineering study evaluated 41 potential stabilization alternatives, selected post tensioning, and used scheduling criteria to optimize the design. Access considerations required the installation of five 47 strand, 7400 kN (1645{sup k}) anchors in the Middle Dam, and installation of six anchors with different capacities anchors in the South Channel Dam. The Washington Water Power - Black & Veatch team used value engineering, contractor prequalification, resident engineering services provided by the engineer, and strong construction support provided by the Owner to successfully complete the project on a very tight schedule.

Gorny, R.H. [Black & Veatch, Kansas City, MO (United States); Gibson, J.Z. [Washington Water Power, Spokane, WA (United States)

1995-12-31

66

Health impacts of large dams  

SciTech Connect

Large dams have been criticized because of their negative environmental and social impacts. Public health interest largely has focused on vector-borne diseases, such as schistosomiasis, associated with reservoirs and irrigation projects. Large dams also influence health through changes in water and food security, increases in communicable diseases, and the social disruption caused by construction and involuntary resettlement. Communities living in close proximity to large dams often do not benefit from water transfer and electricity generation revenues. A comprehensive health component is required in environmental and social impact assessments for large dam projects.

Lerer, L.B. [Medical Research Council (South Africa). Health Consulting Office] [Medical Research Council (South Africa). Health Consulting Office; Scudder, T. [California Inst. of Tech., Pasadena, CA (United States)] [California Inst. of Tech., Pasadena, CA (United States)

1999-03-01

67

75 FR 62024 - Metal and Nonmetal Dams  

Federal Register 2010, 2011, 2012, 2013, 2014

...and 57 RIN 1219-AB70 Metal and Nonmetal Dams AGENCY: Mine Safety and Health Administration...construction, operation, and maintenance of safe dams which can assure miners are protected from the hazards of dam failures. DATES: The comment period...

2010-10-07

68

76 FR 12094 - Whitman River Dam, Inc.  

Federal Register 2010, 2011, 2012, 2013, 2014

...Commission [Project No. 13237-002] Whitman River Dam, Inc. Notice of Application Tendered for Filing...February 14, 2011. d. Applicant: Whitman River Dam, Inc. e. Name of Project: Crocker Dam Hydro Project. f. Location: On the Whitman...

2011-03-04

69

Why Do We Build Dams?  

NSDL National Science Digital Library

Students are introduced to the concept of a dam and its potential benefits, which include water supply, electricity generation, flood control, recreation and irrigation. This lesson begins an ongoing classroom scenario in which student engineering teams working for the Splash Engineering firm design dams for a fictitious client, Thirsty County.

Integrated Teaching and Learning Program,

70

Tubes at Glen Canyon Dam  

USGS Multimedia Gallery

The river outlet tubes at Glen Canyon Dam on the Colorado River in Arizona. At noon Monday, Nov. 19, U.S. Interior Secretary Ken Salazar will open the dam's river outlet tubes, releasing controlled flows larger than the usual 8,000-25,000 cubic feet per second that flows through the turbines of...

71

Geotechnical practice in dam rehabilitation  

SciTech Connect

This proceedings, Geotechnical Practice in Dam Rehabilitation, consists of papers presented at the Specialty Conference sponsored by the Geotechnical Engineering Division of the American Society of Civil Engineers held in Raleigh, North Carolina, April 25-28, 1993. The conference provided a forum for the discussion of the rehabilitation of dams, including case histories and current geotechnical practice. The topics covered by this proceeding include: (1) inspection and monitoring of dams; (2) investigation and evaluation of dams and foundations; (3) risk and reliability assessment; (4) increasing reservoir capacity, spillway modifications and overtopping; (5) seepage control; (6) improving stability of dams, foundations and reservoir slopes; (7) rehabilitation for seismic stability; and (8) geosynthetics and ground improvement techniques.

Anderson, L.R. (ed.)

1993-01-01

72

Synthesizing Studies of Dam Removal  

NASA Astrophysics Data System (ADS)

Dam decommissioning is rapidly emerging as an important river restoration strategy in the United States. Hundreds of dams have been removed in the past few decades, including several large ones (>10-15 meters) impounding large sediment volumes (>106 cubic meters) in the past 3 years, notably Condit Dam and the Elwha River dams in Washington State. These removals and the associated studies provide for the first time an opportunity to evaluate the immediate and persistent consequences of these significant fluvial—and in some cases, coastal—perturbations. Understanding dam removal response not only improves understanding of landscape and ecosystem adjustment to profound sediment pulses but also provides important lessons for future watershed restoration efforts.

O'Connor, Jim; East, Amy

2014-10-01

73

6. GENE WASH DAM, LOOKING NORTHWEST. SURVEY REFLECTOR IN FOREGROUND ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

6. GENE WASH DAM, LOOKING NORTHWEST. SURVEY REFLECTOR IN FOREGROUND FOR MONITORING MOVEMENT OF DAM AND EARTH. - Gene Wash Reservoir & Dam, 2 miles west of Parker Dam, Parker Dam, San Bernardino County, CA

74

Natural Debris Dams and Debris-Dam Lakes  

NSDL National Science Digital Library

This site contains information that will help students to realize that in addition to the direct risk from debris flows and debris avalanches, voluminous deposition of volcanic material in valleys commonly forms unstable natural dams by blocking preexisting drainages and that if the size and structural integrity of the blockage is insufficient to hold back the reservoir that will form, catastrophic failure of the dam will result. Such a hazardous situation may persist for months, years, or decades following an eruption. An example is given of Mount St. Helens, where the debris avalanche raised the level of Spirit Lake 64 meters and dammed its natural outlet even higher and lakes formed in the tributaries of Coldwater and Castle Creeks. In addition, the site has links to publications and reports documenting historical landslide dams from around the world.

75

Is it worth a dam?  

PubMed Central

Once a sign of modernization and growth, dams are often seen today as symbols of environmental and social devastation. Over 800,000 dams have been built worldwide to provide drinking water, flood control, hydropower, irrigation, navigation, and water storage. Dams do indeed provide these things,but at the cost of several adverse, unexpected effects: disruption of ecosystems, decline of fish stocks, forced human and animal resettlements, and diseases such as malaria, which are borne by vectors that thrive in quiet waters. PMID:9349830

Joyce, S

1997-01-01

76

MASTER PLAN ChiefJosephDamHatcheryProgram This Chief Joseph Dam Hatchery Program Master Plan  

E-print Network

subbasin. Construction of Grand Coulee Dam eliminated salmon from the majority of the Colville Reservation#12;i MASTER PLAN ChiefJosephDamHatcheryProgram This Chief Joseph Dam Hatchery Program Master Plan Fisheries Enhancement Group ChiefJosephDam HatcheryProgram M A S T E R P L A N #12;ChiefJosephDam

77

Deer Creek Dam, Dam, 1,204 feet/238 degrees from intersection of ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

Deer Creek Dam, Dam, 1,204 feet/238 degrees from intersection of dam complex access road and U.S. Highway 189 to center of dam, 874 feet/352 degrees from Hydroelectric Powerplant (HAER UT-93-B) to center of dam, Charleston, Wasatch County, UT

78

EFFECT OF ENCROACHMENT OF WANAPUM DAM RESERVOIR ON FISH PASSAGE OVER ROCK ISLAND DAM, COLUMBIA RIVER  

E-print Network

EFFECT OF ENCROACHMENT OF WANAPUM DAM RESERVOIR ON FISH PASSAGE OVER ROCK ISLAND DAM, COLUMBIA the lower sections of the three fish ladders at Rock Island Dam, 61 km upstream from Wanapum Dam of the center and left-bank fish ladders of Rock Island Dam were rebuilt and a new sequence of spill patterns

79

FORMATION AND FAILURE OF NATURAL DAMS.  

USGS Publications Warehouse

Of the numerous kinds of dams that form by natural processes, dams formed from landslides, glacial ice, and late-neoglacial moraines present the greatest threat to people and property. Landslide dams form a wide range of physiographic settings. The most common types of mass movements that form landslide dams are rock and debris avalanches; rock and soil slumps and slides; and mud, debris, and earth flows. The most common initiation mechanisms for dam-forming landslides are excessive rainfall and snowmelt and earthquakes. Natural dams may cause upstream flooding as the lake rises and downstream flooding as a result of failure of the dam. Although data are few, for the same potential energy at the dam site, downstream flood peaks from the failure of glacier-ice dams are smaller than those from landslide, moraine, and constructed earth-fill and rock-fill dam failures.

Costa, John E.; Schuster, Robert L.

1988-01-01

80

Hoover Dam Intake Towers Panorama  

USGS Multimedia Gallery

Hoover Dam impounds Lake Mead and provides drinking water and hydroelectric power to the surrounding area. It was constructed between 1931 and 1936. The Intake Towers are where water enters to generate electricity....

81

CLEARWATER SUBBASIN, ID -- DAM LOCATIONS  

EPA Science Inventory

This map includes locations of dams in the Clearwater subbasin, Idaho. Source: US Army Corps of Engineers, BPA, and State Water Resource Departments from the Eastside Ecosystems Management Project. ...

82

Elwha River Riparian Vegetation Response to Dams and Dam Removal  

NASA Astrophysics Data System (ADS)

Riparian vegetation is highly diverse and influences habitat of aquatic and terrestrial wildlife. Riparian vegetation dynamics are driven by stream flow regime, and fluxes of sediment and large woody debris, all of which can be altered by river damming. Dam removal is often implemented, in part, to help restore degraded riparian vegetation by reversing the alteration of these key drivers. However, increased disturbance and sediment flux associated with transport and exposure of trapped reservoir sediment can complicate a simple return to pre-dam conditions and can favor exotic species. We are studying the effects of dams and their removal on riparian vegetation along the Elwha River in Washington State, where removal of two large dams began in September 2011. To characterize vegetation composition, structure, and diversity prior to dam removal, we sampled 60-150 vegetation plots in 2004, 2005, and 2010 along five cross-valley transects in each of three river reaches: above both dams (upper reach), between the dams (middle reach), and downstream of both dams (lower reach). In summer 2012, we resampled a subset of our plots in the lower and middle reaches to evaluate vegetation and geomorphic change. We also sampled vegetation, topography, and grain size along newly-established transects within the exposed former reservoir behind Elwha Dam, which was removed in 2011 and 2012. Plant community distribution on bottomland geomorphic surfaces along the Elwha is typical of other systems in the region. We identified 8 overstory and 26 understory communities using multivariate analyses. Young bar surfaces (5-20 yrs) were dominated by willow, red alder, and black cottonwood. Floodplains and transitional fluvial terraces (<90yrs) were generally dominated by alder and cottonwood. Mature terraces (>90yrs) were often dominated by big-leaf maple. Douglas fir occurred on both young and old floodplains and terraces. Overstory species composition was more stable from 2005 to 2010 than understory, understory species composition was more influenced by reach than overstory, and understory communities on younger landforms were less stable. From 2005 to 2010, there was a 26% increase in species richness in the lower reach but no significant changes elsewhere. In both 2005 and 2010 there was a significant decrease in native species richness (26% and 30% respectively) from the furthest upstream to furthest downstream reach. Exotic species richness was significantly higher in the downstream reach compared to the upstream reach in both years. Following dam removal, we documented different pioneer plant communities growing on different surfaces within the former reservoir behind Elwha Dam. Some surfaces were dominated by exotic species of concern to resource managers, such as Canada thistle and reed canarygrass, while others contained typical, native pioneer communities dominated by willow, alder, and cottonwood. Along our existing monitoring transects, we documented some sediment deposition on channel margins, bars and low floodplain surfaces, particularly in the lower reach; relatively little new deposition occurred in the more armored and stable middle reach. Future monitoring will reveal changes to existing vegetation communities and development of new communities in the former reservoirs as removal of the upstream dam is completed and millions of m3 of sediment are redistributed.

Shafroth, P. B.; Brown, R. L.; Clausen, A. J.; Chenoweth, J.

2012-12-01

83

Floods from tailings dam failures.  

PubMed

This paper compiles the available information on historic tailings dam failures with the purpose to establish simple correlations between tailings ponds geometric parameters (e.g., dam height, tailings volume) and the hydraulic characteristics of floods resulting from released tailings. Following the collapse of a mining waste dam, only a part of tailings and polluted water stored at the dam is released, and this outflow volume is difficult to estimate prior the incident. In this study, tailings' volume stored at the time of failure was shown to have a good correlation (r2=0.86) with the tailings outflow volume, and the volume of spilled tailings was correlated with its run-out distance (r2=0.57). An envelope curve was drawn encompassing the majority of data points indicating the potential maximum downstream distance affected by a tailings' spill. The application of the described regression equations for prediction purposes needs to be treated with caution and with support of on-site measurement and observations. However, they may provide a universal baseline approximation on tailing outflow characteristics (even if detailed dam information is unavailable), which is of a great importance for risk analysis purposes. PMID:18096316

Rico, M; Benito, G; Díez-Herrero, A

2008-06-15

84

Group prepares guidelines for documenting dam performance  

SciTech Connect

The Association of State Dam Safety Officials and the Center on the Performance of Dams at Stanford University later this summer expect to complete guidelines for reporting the performance of state, federal, and private dams: A working group of state and federal dam safety engineers and consultants is developing the guidelines to identify incidents that should be reported and to establish reporting requirements. The Federal Emergency Management Agency (FEMA) is funding preparation and publication of the guidelines. The guidelines are expected to expedite the process for reporting information on dam incidents in a timely and complete manner. Much the same as the health care industry compiles and evaluates data related to the incidence of disease and the benefits of treatment, a single standard for reporting the performance of dams in the US will help create a national information base on the occurrence and consequence of dam incidents. Currently, incidents involving dam performance are not reported on a regular basis. The guidelines will define dam incidents in terms of events of engineering interest that provide insights to the safety and structural or operational integrity of dams. Examples of incidents include the performance of a dam that experiences ground motion from a large earthquake, extreme spillway or dam overtopping, rehabilitations made to satisfy dam safety requirements, embankment sliding of an earthen dam, and improper operations that leads to damage downstream. When an incident occurs, the satisfactory or unsatisfactory performance of a dam will be reported, either by a state dam safety official, the owner of the dam, or the owner's engineer.

McCann, M.W. Jr. (Stanford Univ., CA (United States))

1993-06-01

85

17. VIEW OF MAIN AND DIVERSION DAMS FROM WATERGATE AFTER ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

17. VIEW OF MAIN AND DIVERSION DAMS FROM WATER-GATE AFTER REMOVAL OF DRIFTWOOD. DIVERSION DAM IN LEFT FOREGROUND, MAIN DAM TO THE RIGHT. Photographed July 18, 1938. - Forge Creek Dam-John Cable Mill, Townsend, Blount County, TN

86

OVERALL VIEW OF CASCADE CANAL COMPANY CRIB DAM, LOOKING UPSTREAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

OVERALL VIEW OF CASCADE CANAL COMPANY CRIB DAM, LOOKING UPSTREAM FROM DIRECTION OF KACHESS DAM. VIEW TO NORTH - Kachess Dam, 1904 Cascade Canal Company Crib Dam, Kachess River, 1.5 miles north of Interstate 90, Easton, Kittitas County, WA

87

American Experience: Grand Coulee Dam  

NSDL National Science Digital Library

Among many great national achievements during the Great Depression, the Grand Coulee Dam remains one of the most impressive. This fine website from the American Experience program complements a documentary that was first aired on PBS in 2012. The construction of this dam would, in the worlds of President Franklin Roosevelt, be part of a "planned promised land" that would transform the lives of farm families. The site includes a great interactive timeline, a photo gallery, and a short preview of the entire film. Additionally, the site includes two nice bonus videos, including one that deals with the processes of closing the spillway. The blog on the site includes several interesting posts on the history of the dam. Also, visitors have the opportunity to share their own stories about their own favorite iconic structures in the United States.

2012-04-27

88

A brief history of 20th century dam construction and a look into the future  

NASA Astrophysics Data System (ADS)

In this presentation, an overview is given of global dam building activities in the 20th century. Political, economical and hydrological factors shaped the building of large dams. The development of the relations between these three factors and dam building over time is examined. One can argue whether or not history is simply "one damn thing after another" but the second half of the 20th century suggests that history is at least reflected by the construction of one dam after another. The financial crisis of the 1930's started the first construction wave of large hydropower dams in the United States. This wave continued into the Second World War. During the Cold War, the weapon race between the USA and USSR was accompanied by a parallel neck-and-neck race in dam construction. By the 1970's, dam construction in the USA tapered off, while that in the USSR continued until its political disintegration. In China, we see two spurts in dam development, the first one coinciding with the disastrous Great Leap Forward and the second with the liberalization of the Chinese economy after the fall of the Berlin Wall. Economic and political events thus shaped to an important extent decisions surrounding the construction of large dams. Clearly, there are some hydrological prerequisites for the construction of dams. The six largest dam building nations are USSR, Canada, USA, China, Brazil, and India, all large countries with ample water resources and mountain ranges. Australia has relatively little reservoir storage for the simple fact that most of this country is flat and dry. A few countries have relatively large amounts of reservoir storage. Especially Uganda (Owens Falls), Ghana (Akosombo), and Zimbabwe (Kariba) are examples of small countries where gorges in major rivers were "natural" places for large dams and reservoirs to be built early on. It seems that, deserts aside, the average potential storage capacity lies for most continents around 10 cm or about 50% of the total yearly continental runoff. Some of the least developed countries, such as Papua New Guinea, Congo DR, and Myanmar, still have large hydropower development potential. In most countries, however, dam construction seems to have reached its peak. For the presentation, use is made of GapMinder software (www.gapminder.org), which provides direct insight in the dynamic and multi-dimensonial aspects of 20th century dam construction.

van de Giesen, Nick

2010-05-01

89

The Dramatic Methods of Hans van Dam.  

ERIC Educational Resources Information Center

Interprets for the American reader the untranslated dramatic methods of Hans van Dam, a leading drama theorist in the Netherlands. Discusses the functions of drama as a method, closed dramatic methods, open dramatic methods, and applying van Dam's methods. (SR)

van de Water, Manon

1994-01-01

90

GATC Flanking Sequences Regulate Dam Activity: Evidence for how Dam Specificity may Influence  

E-print Network

GATC Flanking Sequences Regulate Dam Activity: Evidence for how Dam Specificity may Influence pap coli DNA adenine methyltransferase (Dam) plays essential roles in DNA replication, mismatch repair and gene regulation. The differential methylation by Dam of the two GATC sequences in the pap promoter

Reich, Norbert O.

91

Webinar: Stepped chute design for embankment dams  

Technology Transfer Automated Retrieval System (TEKTRAN)

Changing demographics in the vicinity of dams have led to hazard creep in a number of dams worldwide. Many of these dams now have insufficient spillway capacity as a result of these changes in hazard classification from low to significant or high hazard. Stepped chutes applied to the embankment da...

92

Inception point for embankment dam stepped spillways  

Technology Transfer Automated Retrieval System (TEKTRAN)

Stepped spillways applied to embankment dams have become a common design practice with the rehabilitation of aging watershed dams, especially those experiencing a hazard classification change from low to high hazard. Previous research on stepped spillways focused on gravity dams where aerated flow ...

93

Disrupting biogeochemical cycles - Consequences of damming  

Microsoft Academic Search

Sustainable management of natural water resources should include environmentally sound dam construction and operation with respect to both upstream and downstream management. Because of slowly evolv- ing alterations in riverine ecosystems following the con- struction of a dam - due to the sometimes large distances between dams and affected areas, and the interference with other anthropogenic activities - some of

Gabriela Friedl; Alfred Wüest

2002-01-01

94

30 CFR 56.20010 - Retaining dams.  

Code of Federal Regulations, 2011 CFR

...2011-07-01 2011-07-01 false Retaining dams. 56.20010 Section 56.20010 Mineral...MINES Miscellaneous § 56.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2011-07-01

95

30 CFR 57.20010 - Retaining dams.  

Code of Federal Regulations, 2013 CFR

...2013-07-01 2013-07-01 false Retaining dams. 57.20010 Section 57.20010 Mineral...MINES Miscellaneous § 57.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2013-07-01

96

30 CFR 56.20010 - Retaining dams.  

Code of Federal Regulations, 2013 CFR

...2013-07-01 2013-07-01 false Retaining dams. 56.20010 Section 56.20010 Mineral...MINES Miscellaneous § 56.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2013-07-01

97

30 CFR 57.20010 - Retaining dams.  

Code of Federal Regulations, 2012 CFR

...2012-07-01 2012-07-01 false Retaining dams. 57.20010 Section 57.20010 Mineral...MINES Miscellaneous § 57.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2012-07-01

98

On Quantum Computation Theory Wim van Dam  

E-print Network

On Quantum Computation Theory Wim van Dam #12;#12;On Quantum Computation Theory #12;ILLC woensdag 9 oktober 2002, te 14.00 uur door Willem Klaas van Dam geboren te Breda. #12;Promotor: Prof. dr. P Dam, 2002 ISBN: 90­5776­091­6 #12;" . . . Many errors have been made in the world which today

ten Cate, Balder

99

30 CFR 57.20010 - Retaining dams.  

Code of Federal Regulations, 2014 CFR

...2014-07-01 2014-07-01 false Retaining dams. 57.20010 Section 57.20010 Mineral...MINES Miscellaneous § 57.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2014-07-01

100

30 CFR 56.20010 - Retaining dams.  

Code of Federal Regulations, 2014 CFR

...2014-07-01 2014-07-01 false Retaining dams. 56.20010 Section 56.20010 Mineral...MINES Miscellaneous § 56.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2014-07-01

101

30 CFR 57.20010 - Retaining dams.  

Code of Federal Regulations, 2010 CFR

...2010-07-01 2010-07-01 false Retaining dams. 57.20010 Section 57.20010 Mineral...MINES Miscellaneous § 57.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2010-07-01

102

ANNUAL FISH PASSAGE REPORT ROCK ISLAND DAM  

E-print Network

ANNUAL FISH PASSAGE REPORT ROCK ISLAND DAM COLUMBIA RIVER, WASHINGTON, 1959 :y .iiJA/i-3ri ^' WUUUi. ANNUAL FISH PASSAGE REPORT - ROCK ISLAND DAM COLUMBIA RIVER, WASHINGTON, 1959 by Paul D. Zimmer, Clifton and observations 10 Summary 13 #12;#12;ANNUAL FISH PASSAGE REPORT - ROCK ISLAND DAM COLUMBIA RIVER, WASHINGTON

103

Viscoplastic dam breaks and the Bostwick consistometer  

E-print Network

Viscoplastic dam breaks and the Bostwick consistometer N. J. Balmforth, a R. V. Craster, b P'Informazione, Universit`a di Milano, Crema, Italy Abstract We present a theoretical and experimental analysis of the dam the broken dam) that may assist an experimentalist to unravel those dependences. Experiments are conducted

Balmforth, Neil

104

30 CFR 56.20010 - Retaining dams.  

Code of Federal Regulations, 2012 CFR

...2012-07-01 2012-07-01 false Retaining dams. 56.20010 Section 56.20010 Mineral...MINES Miscellaneous § 56.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2012-07-01

105

30 CFR 56.20010 - Retaining dams.  

Code of Federal Regulations, 2010 CFR

...2010-07-01 2010-07-01 false Retaining dams. 56.20010 Section 56.20010 Mineral...MINES Miscellaneous § 56.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2010-07-01

106

30 CFR 57.20010 - Retaining dams.  

Code of Federal Regulations, 2011 CFR

...2011-07-01 2011-07-01 false Retaining dams. 57.20010 Section 57.20010 Mineral...MINES Miscellaneous § 57.20010 Retaining dams. If failure of a water or silt retaining dam will create a hazard, it shall be of...

2011-07-01

107

A GIS for dam safety management  

Microsoft Academic Search

Dam safety management demands a large volume of data related to the dam and its safety structures, the watershed and the downstream valley. Geographic Information Systems (GIS) are powerful tools which allow to store, analyze, update and visualize geographic data sets. In the framework of the NATO project - Dam Break Flood Risk management in Portugal a GIS is being

Miguel Gamboa; Maria A. Santos

108

A Database for Dam Safety Management  

Microsoft Academic Search

Dam safety management demands the knowledge of several characteristics about dams, reservoirs, downstream valleys and much more information. The present text presents a client-server database that is one of the components of an information system. This database is aimed at managing data related to dams, watersheds, reservoirs and the downstream valley. System analysis, as well as different implementation stages such

João Palha Fernandes; Manuel Jorge Andrade

109

Middle Dam (Maine) Well Drilling  

USGS Multimedia Gallery

USGS hydrologist Martha Nielsen examines cuttings as a drill crew works to drill a new monitoring well at USGS station 443647070552303 (ME-OW400A) near Middle Dam on Lower Richardson Lake. The existing well heaved due to frost and had to be replaced....

110

DEVELOPMENT OF A RIVER SEDIMENT TRANSPORT MONITORING SYSTEM FOR LARGE RESERVOIRS  

Microsoft Academic Search

Determining the amount of sediment being transported by rivers is fundamental to determine the environmental impact on reservoirs, as well as to estimate their life span. This monitoring is particularly important for large hydroelectric dams such as the Itaipu hydroelectric facility on the Paraná River, which provides over 24% of the electricity needs for Brazil. A system was developed to

T. A. Cochrane; L. D. Norton; J. H. Caviglione

111

Water and Dams in Today's World  

NSDL National Science Digital Library

Students learn about the importance of dams by watching a video that presents historical and current information on dams, as well as descriptions of global water resources and the hydrologic cycle. Students also learn about different types of dams, all designed to resist the forces on dams. (If the free, 15-minute "Water and Dams in Today's World" video cannot be obtained in time, the lesson can still be taught. See the Additional Multimedia Support section for how to obtain the DVD or VHS videotape, or a PowerPoint presentation with similar content [also attached].)

Integrated Teaching and Learning Program,

112

Nonlinear Seismic Analysis of Morrow Point Dam  

SciTech Connect

This research and development project was sponsored by the United States Bureau of Reclamation (USBR), who are best known for the dams, power plants, and canals it constructed in the 17 western states. The mission statement of the USBR's Dam Safety Office, located in Denver, Colorado, is ''to ensure Reclamation dams do not present unacceptable risk to people, property, and the environment.'' The Dam Safety Office does this by quickly identifying the dams which pose an increased threat to the public, and quickly completing the related analyses in order to make decisions that will safeguard the public and associated resources. The research study described in this report constitutes one element of USBR's research and development work to advance their computational and analysis capabilities for studying the response of dams to strong earthquake motions. This project focused on the seismic response of Morrow Point Dam, which is located 263 km southwest of Denver, Colorado.

Noble, C R; Nuss, L K

2004-02-20

113

Seismic safety of high concrete dams  

NASA Astrophysics Data System (ADS)

China is a country of high seismicity with many hydropower resources. Recently, a series of high arch dams have either been completed or are being constructed in seismic regions, of which most are concrete dams. The evaluation of seismic safety often becomes a critical problem in dam design. In this paper, a brief introduction to major progress in the research on seismic aspects of large concrete dams, conducted mainly at the Institute of Water Resources and Hydropower Research (IWHR) during the past 60 years, is presented. The dam site-specific ground motion input, improved response analysis, dynamic model test verification, field experiment investigations, dynamic behavior of dam concrete, and seismic monitoring and observation are described. Methods to prevent collapse of high concrete dams under maximum credible earthquakes are discussed.

Chen, Houqun

2014-08-01

114

Migration and Spawning of Radio-Tagged Zulega Prochilodus argenteus in a Dammed Brazilian River  

Microsoft Academic Search

It is difficult for agencies to evaluate the impacts of the many planned dams on São Francisco River, Brazil, migratory fishes because fish migrations are poorly known. We conducted a study on zulega Prochilodus argenteus, an important commercial and recreational fish in the São Francisco River, to identify migrations and spawning areas and to determine linear home range. During two

Alexandre L. Godinho; Boyd Kynard

2006-01-01

115

EMBANKMENT-DAM BREACH PARAMETERS.  

USGS Publications Warehouse

The study used data from 43 embankment-dam failures to develop equations that predict breach formation model parameters. These data include the failure mode, embankment characteristics, reservoir conditions at the time of failure, geometry of the final breach, and the time taken to form the breach. Regression equations were developed to predict (1) the average width of a trapezoidal breach, (2) the average side-slope factor of a trapezoidal breach, and (3) the breach formation time.

Froehlich, David C.

1987-01-01

116

18. DETAIL AT JUNCTION OF MAIN DAM AT LEFT AND ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

18. DETAIL AT JUNCTION OF MAIN DAM AT LEFT AND DIVERSION DAM AT RIGHT SHOWING LOG CRIBBING. SPACES INSIDE CRIBBING WERE FILLED WITH STONE TO ANCHOR DAM; DETERIORATION OF DAM HAS ALLOWED STONE BALLAST TO WASH AWAY. Photographed July 18, 1938. - Forge Creek Dam-John Cable Mill, Townsend, Blount County, TN

117

View of upstream face of the forebay dam of Grand ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

View of upstream face of the forebay dam of Grand Coulee Dam, looking west. Construction of the forebay dam, which replaced the eastern end of the original Grand Coulee Dam, was completed in 1974. - Columbia Basin Project, Grand Coulee Dam & Franklin D. Roosevelt Lake, Across Columbia River, Southeast of Town of Grand Coulee, Grand Coulee, Grant County, WA

118

DRAFT ENVIRONMENTAL ASSESSMENT1 PINE CREEK DAM, OKLAHOMA2  

E-print Network

#12;#12;DRAFT ENVIRONMENTAL ASSESSMENT1 PINE CREEK DAM, OKLAHOMA2 DAM SAFETY MODIFICATION3 &4 Environmental Assessment Pine Creek Dam, Oklahoma Dam Safety Modification & Interim Risk Reduction Measure and risk reduction measures necessary to correct structural and maintenance deficiencies of Pine Creek Dam

US Army Corps of Engineers

119

Analysis of dam safety management system in China  

Microsoft Academic Search

Due to an increasing amount of dam damage or break in resent years, great importance is attached to dam safety management in many countries. This paper analyzes the status of Chinese dam safety management according to the integral safety concept for dam including structural safety, dam safety monitoring, operational safety and emergency planning. Comparing with the safety management of large

Cheng Cuiyun; Qian Xin; Zhang Yuchao; Sheng Jinbao

2010-01-01

120

Downstream effects of dams on alluvial rivers  

Microsoft Academic Search

This study describes changes in mean channel-bed elevation, channel width, bed-material sizes, vegetation, water discharges, and sediment loads downstream from 21 dams constructed on alluvial rivers. Most of the studied channels are in the semiarid western US. Flood peaks generally were decreased by the dams, but in other respects the post-dam water-discharge characteristics varied from river to river. Sediment concentrations

G. P. Williams; M. G. Wolman

1985-01-01

121

Spillway sizing of large dams in Austria  

Microsoft Academic Search

This paper discusses the basic philosophy of defining and calculating design floods for large dams in Austria, both for the construction of new dams and for a re-assessment of the safety of existing dams. Currently the consensus is to choose flood peak values corresponding to a probability of exceedance of 2*10-4 for a given year. A two step procedure is

Ch. Reszler; D. Gutknecht; G. Blöschl

2003-01-01

122

World Wide Web Pages for Dam Design  

NSDL National Science Digital Library

This site is a very informative and well presented resource for dam design, primarily intended to give undergraduates or anyone interested in the subject a solid introduction to the basic concepts. Maintained at the University of Durham in Britain, there are many sections that provide a good overview of the many processes involved in building a dam. Many different types of dams are described in detail, including concrete and embankment dams. Hydrology and geology, important factors that need to be considered when choosing a suitable location, are also covered. The layout of the site is fairly good overall, but navigating the many sections and subsections can sometimes get confusing.

123

Peak outflow from a breached embankment dam  

USGS Publications Warehouse

A relation for rapidly predicting the peak outflow rate from a breached embankment dam has been presented. The prediction equation is based on reliable data from 19 embankment dam failures and requires as input the volume of water in the reservoir at the time a breach begins to form, and the estimated height of the final breach. Peak outflow predicted by the equation can be used with simplified flood routing procedures to determine peak flows at locations downstream of a dam. Use of the prediction equation will improve the accuracy of rapid assessments of damage that would be caused by the flood resulting from an embankment dam failure.

Froehlich, David C.

1989-01-01

124

Hoover Dam: The American Experience Online  

NSDL National Science Digital Library

The American Experience Online presents this companion site to its recent American Experience film about the one of the greatest hydroengineering feats in history. The Hoover Dam, in Black Canyon on the Colorado River, at the Arizona-Nevada border, was built between 1930 and 1936 and is the highest concrete arch dam in the US. The site provides a program description, an enhanced transcript of the film, a brief bibliography, a list of the dam facts, an essay that explores the economic and environmental effects of the dam, a timeline, a map, a People and Events Database, and a teacher's guide.

1999-01-01

125

33 CFR 208.19 - Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado River, Tex.  

Code of Federal Regulations, 2013 CFR

...2013-07-01 false Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado... § 208.19 Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado...shall operate the Marshall Ford Dam and Reservoir in the interest of flood control as...

2013-07-01

126

33 CFR 208.19 - Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado River, Tex.  

Code of Federal Regulations, 2012 CFR

...2012-07-01 false Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado... § 208.19 Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado...shall operate the Marshall Ford Dam and Reservoir in the interest of flood control as...

2012-07-01

127

33 CFR 208.19 - Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado River, Tex.  

Code of Federal Regulations, 2011 CFR

...2011-07-01 false Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado... § 208.19 Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado...shall operate the Marshall Ford Dam and Reservoir in the interest of flood control as...

2011-07-01

128

33 CFR 208.19 - Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado River, Texas.  

Code of Federal Regulations, 2014 CFR

...2014-07-01 false Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado... § 208.19 Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colorado...shall operate the Marshall Ford Dam and Reservoir in accordance with the water...

2014-07-01

129

Green River Locks and Dams 3, 4, 5, 6 and Barren River Lock and Dam 1 Disposition, Kentucky  

E-print Network

Green River Locks and Dams 3, 4, 5, 6 and Barren River Lock and Dam 1 Disposition, Kentucky 16 September 2014 ABSTRACT: Green River Locks and Dams 3 through 6 and Barren River Lock and Dam 1 were. The Green River Locks and Dams 5 and 6 ceased operations in 1951 due to a marked decline in navigation

US Army Corps of Engineers

130

View of Lake Sabrina Dam downstream face from parking lot ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

View of Lake Sabrina Dam downstream face from parking lot showing concrete outlet structure on tow of dam at left edge of photo, view southeast - Bishop Creek Hydroelectric System, Plant 2, Lake Sabrina Dam, Bishop Creek, Bishop, Inyo County, CA

131

3. OVERALL VIEW OF DAM, SHOWING UPSTREAM FACE, LOOKING EAST ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. OVERALL VIEW OF DAM, SHOWING UPSTREAM FACE, LOOKING EAST - High Mountain Dams in Upalco Unit, Kidney Lake Dam, Ashley National Forest, 4.7 miles North of Miners Gulch Campground, Mountain Home, Duchesne County, UT

132

4. VIEW SHOWING UPSTREAM FACE OF DAM, LOOKING NORTHEAST ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

4. VIEW SHOWING UPSTREAM FACE OF DAM, LOOKING NORTHEAST - High Mountain Dams in Upalco Unit, Kidney Lake Dam, Ashley National Forest, 4.7 miles North of Miners Gulch Campground, Mountain Home, Duchesne County, UT

133

5. VIEW SHOWING DOWNSTREAM FACE AND TOE OF DAM, LOOKING ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

5. VIEW SHOWING DOWNSTREAM FACE AND TOE OF DAM, LOOKING SOUTHWEST - High Mountain Dams in Upalco Unit, Kidney Lake Dam, Ashley National Forest, 4.7 miles North of Miners Gulch Campground, Mountain Home, Duchesne County, UT

134

6. VIEW SHOWING DOWNSTREAM FACE AND TOE OF DAM, LOOKING ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

6. VIEW SHOWING DOWNSTREAM FACE AND TOE OF DAM, LOOKING SOUTHWEST - High Mountain Dams in Upalco Unit, Kidney Lake Dam, Ashley National Forest, 4.7 miles North of Miners Gulch Campground, Mountain Home, Duchesne County, UT

135

21 CFR 872.6300 - Rubber dam and accessories.  

Code of Federal Regulations, 2011 CFR

...2011-04-01 2011-04-01 false Rubber dam and accessories. 872.6300 Section 872...Miscellaneous Devices § 872.6300 Rubber dam and accessories. (a) Identification. A rubber dam and accessories is a device...

2011-04-01

136

21 CFR 872.6300 - Rubber dam and accessories.  

Code of Federal Regulations, 2014 CFR

...2014-04-01 2014-04-01 false Rubber dam and accessories. 872.6300 Section 872...Miscellaneous Devices § 872.6300 Rubber dam and accessories. (a) Identification. A rubber dam and accessories is a device...

2014-04-01

137

78 FR 7810 - Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...INTERIOR Bureau of Reclamation Glen Canyon Dam Adaptive Management Work Group AGENCY...SUMMARY: The Glen Canyon Dam Adaptive Management Work Group (AMWG...Secretary of the Interior concerning Glen Canyon Dam operations and other management...

2013-02-04

138

76 FR 24516 - Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...INTERIOR Bureau of Reclamation Glen Canyon Dam Adaptive Management Work Group AGENCY...SUMMARY: The Glen Canyon Dam Adaptive Management Work Group (AMWG...Secretary of the Interior concerning Glen Canyon Dam operations and other management...

2011-05-02

139

77 FR 9265 - Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...INTERIOR Bureau of Reclamation Glen Canyon Dam Adaptive Management Work Group AGENCY...SUMMARY: The Glen Canyon Dam Adaptive Management Work Group (AMWG...Secretary of the Interior concerning Glen Canyon Dam operations and other management...

2012-02-16

140

77 FR 43117 - Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...INTERIOR Bureau of Reclamation Glen Canyon Dam Adaptive Management Work Group AGENCY...SUMMARY: The Glen Canyon Dam Adaptive Management Work Group (AMWG...Secretary of the Interior concerning Glen Canyon Dam operations and other management...

2012-07-23

141

21 CFR 872.6300 - Rubber dam and accessories.  

Code of Federal Regulations, 2012 CFR

...2012-04-01 2012-04-01 false Rubber dam and accessories. 872.6300 Section 872...Miscellaneous Devices § 872.6300 Rubber dam and accessories. (a) Identification. A rubber dam and accessories is a device...

2012-04-01

142

21 CFR 872.6300 - Rubber dam and accessories.  

Code of Federal Regulations, 2010 CFR

...2010-04-01 2010-04-01 false Rubber dam and accessories. 872.6300 Section 872...Miscellaneous Devices § 872.6300 Rubber dam and accessories. (a) Identification. A rubber dam and accessories is a device...

2010-04-01

143

78 FR 47695 - Sam Rayburn Dam Power Rate  

Federal Register 2010, 2011, 2012, 2013, 2014

...Southwestern Power Administration Sam Rayburn Dam Power Rate AGENCY: Southwestern Power Administration...SUMMARY: The current Sam Rayburn Dam Project rate was approved by the Federal...Southwestern has developed a proposed Sam Rayburn Dam rate to recover the required...

2013-08-06

144

21 CFR 872.6300 - Rubber dam and accessories.  

Code of Federal Regulations, 2013 CFR

...2013-04-01 2013-04-01 false Rubber dam and accessories. 872.6300 Section 872...Miscellaneous Devices § 872.6300 Rubber dam and accessories. (a) Identification. A rubber dam and accessories is a device...

2013-04-01

145

77 FR 67813 - Sam Rayburn Dam Project Power Rate  

Federal Register 2010, 2011, 2012, 2013, 2014

...Southwestern Power Administration Sam Rayburn Dam Project Power Rate AGENCY: Southwestern...existing power rate for the Sam Rayburn Dam Project (Rayburn), Rate Schedule SRD-08...Hydro Power and Energy Sold to Sam Rayburn Dam Electric Cooperative, Inc., for a...

2012-11-14

146

78 FR 21415 - Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...INTERIOR Bureau of Reclamation Glen Canyon Dam Adaptive Management Work Group AGENCY...SUMMARY: The Glen Canyon Dam Adaptive Management Work Group (AMWG...Secretary of the Interior concerning Glen Canyon Dam operations and other management...

2013-04-10

147

14. VIEW OF DAM SITE, LOOKING SOUTH (DOWNSTREAM). MIXING PLANT ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

14. VIEW OF DAM SITE, LOOKING SOUTH (DOWNSTREAM). MIXING PLANT IS VISIBLE AT RIGHT, COFFER DAM IS UPSTREAM OF PLACING TOWER. EAST DOME IS VISIBLE AT LEFT OF TOWER, c. 1927 - Coolidge Dam, Gila River, Peridot, Gila County, AZ

148

National dam inventory provides data for analysis  

SciTech Connect

The Association of State Dam Safety Officials completed a dam inventory this fall. Information on approximately 90,000 state-regulated dams in the US collected during the four-year inventory is being used to build a database managed by the Federal Emergency Management Agency. In addition to ASDSO's work, the federal government conducted an inventory of federal dams. This data will be added to the state information to form one national database. The database will feature 35 data fields for each entry, including the name of the dam, its size, the name of the nearest downstream community, maximum discharge and storage volume, the date of the last inspection, and details about the emergency action plan. The program is an update of the nation's first dam inventory, required by the Dam Safety Act of 1972. The US Army Corps of Engineers completed the original inventory in 1981. The Water Resources Development Act of 1986 authorized appropriations of $2.5 million for the Corps to update the inventory. FEMA and the Corps entered into an agreement for FEMA to undertake the task for the Corps and to coordinate work on both the federal and state inventories. ASDSO compiles existing information on state-regulated dams into a common format for the database, added missing information, and established a process for continually updating data. ASDSO plans to analyze the information collected for the database. It will look at statistics for the number of dams regulated, communities that could be affected, and the number of high-hazard dams. FEMA is preparing reports for Congress on the project. The reports, which are expected to be ready by May 1993, will include information on the methodology used and facts about regulated dams under state jurisdiction.

Spragens, L. (ASDSO, Lexington, KY (United States))

1992-12-01

149

McNary Dam, Ice Harbor Dam, and Lower Monumental Dam Smolt Monitoring Program; 1996 Annual Report.  

SciTech Connect

The Washington Department of Fish & Wildlife (WDFW) assumed responsibility for the Smolt Monitoring Program at McNary Dam on the Columbia River in 1990 and at the new juvenile collection facility at Lower Monumental Dam on the Snake River in 1993. In 1996, Smolt Monitoring Program activities also began at the new juvenile collection facility located at Ice Harbor Dam. This report summarizes the 1996 Smolt Monitoring work at all three sites. The work at Ice Harbor consisted of Gas Bubble Trauma (GBT) monitoring only. In general, the 1996 passage season at both the McNary and Lower Monumental sites can be characterized by reduced passage of juveniles through the collection systems due to elevated river flows and spill, and low (<1%) overall facility mortality rates most likely resulting from cooler water temperatures. In accordance with the National Marine Fisheries Service recommendations (NMFS, 1995) all spring migrants were bypassed at McNary Dam in 1996. Mechanical problems within the McNary collection system resulted in collection and sampling activities being delayed until April 18 at this site, while sampling and collection began on the scheduled starting date of April 1 at Lower Monumental Dam. Monitoring operations were conducted through December 14 at McNary Dam and through October 28 at Lower Monumental Dam. An ongoing transportation evaluation summer migrant marking program was conducted at McNary Dam in 1996 by the NMFS. This necessitated the sampling of 394,211 additional fish beyond the recommended sampling guidelines. All total, 509,237 and 31,219 juvenile salmonids were anesthetized and individually counted, examined for scale loss, injuries, and brands by WDFW Smolt Monitoring personnel in 1996 at McNary Dam and Lower Monumental Dam, respectively.

Hillson, Todd; Lind, Sharon; Price, William (Washington Department of Fish and Wildlife, Olympia, WA)

1997-07-01

150

78 FR 60271 - Hollow Dam Power Company; Ampersand Hollow Dam Hydro, LLC; Notice of Application for Transfer of...  

Federal Register 2010, 2011, 2012, 2013, 2014

...Regulatory Commission [Project No. 6972-032] Hollow Dam Power Company; Ampersand Hollow Dam Hydro, LLC; Notice of Application for Transfer...Motions To Intervene On September 10, 2013, Hollow Dam Power Company (transferor) and Ampersand...

2013-10-01

151

Gravel Augmentation Below Dams: California Experiences  

Microsoft Academic Search

Most dams block all coarse sediment traveling downstream, such that reaches downstream are commonly typically depleted of gravel, causing a variety of effects such as incision, bank erosion, coarsening of the bed material, and reduction of salmonid spawning habitiat. To compensate for this reduction in coarse sediment supply, gravel has been artificially added below dams, using techniques such as high

G. M. Kondolf; J. T. Minear

2004-01-01

152

75 FR 49429 - Metal and Nonmetal Dams  

Federal Register 2010, 2011, 2012, 2013, 2014

...steep slopes, and absence of internal drains, contributed to the failure. A 70-foot high tailings dam failed at an andesite quarry in Wisconsin in 1992, tearing apart a railroad track and leveling a power line at the mine. The dam failed at 3...

2010-08-13

153

Development of dam safety management system  

Microsoft Academic Search

Recently, we can see an increasing amount of dam damage or failure due to aging, earthquakes occurrence and unusual changes in weather. For this reason, dam safety is gaining more importance than ever before in terms of disaster management at a national level. Therefore, the government is trying to come up with an array of legal actions to secure consistent

Jesung Jeon; Jongwook Lee; Donghoon Shin

2009-01-01

154

Tiger Dams Reinforce Baton Rouge Levees  

USGS Multimedia Gallery

Tiger Dams line the Baton Rouge Mississippi River levee during the 2011 Flood.  Previously used to prevent oil from reaching Louisiana's coast during the 2010 Deepwater Horizon oil spill, these Tiger Dams are filled with water and reinforced with sandbags to give the Baton Rouge Mississippi Riv...

155

Using resistivity measurements for dam safety evaluation at Enemossen tailings dam in southern Sweden  

NASA Astrophysics Data System (ADS)

Internal erosion is a major reason for embankment dam failures. Resistivity measurements is an essentially non-destructive technique, which may have the possibility of detecting internal erosion processes and anomalous seepage at an early stage before the safety of the dam is at stake. This paper presents results from part of a dam safety investigation conducted at the Enemossen tailings dam in southern Sweden. Longitudinal resistivity sections, 2D measurements along the dam crest, provided an overview of the whole dam and served to detect anomalous zones. In selected areas, additional cross-sectional 2D surveys gave detailed information about the geo-electrical situations in the embankments. This information is valuable for similar investigations as information about resistivity in embankment construction material is scarce. Known problem areas were associated with low resistivities, even though the resistivity measurements alone did not provide enough information to confidently come to a decision about the status of the dams.

Sjödahl, P.; Dahlin, T.; Johansson, S.

2005-12-01

156

Groundwater Forecasting Optimization Pertain to Dam Removal  

NASA Astrophysics Data System (ADS)

There is increasing interest in removing dams due to changing ecological and societal values. Groundwater recharge rate is closely connected to reservoir presence or absence. With the removal of dams and their associated reservoirs, reductions in groundwater levels are likely to impact water supplies for domestic, industrial and agricultural use. Therefore accessible economic and time effective tools to forecast groundwater level declines with acceptable uncertainty following dam removals are critical for public welfare and healthy regional economies. These tools are also vital to project planning and provide beneficial information for restoration and remediation managements. The standard tool for groundwater forecasting is 3D Numerical modeling. Artificial Neural Networks (ANNs) may be an alternative tool for groundwater forecasting pertain to dam removal. This project compared these two tools throughout the Milltown Dam removal in Western Montana over a five year period. It was determined that ANN modeling had equal or greater accuracy for groundwater forecasting with far less effort and cost involved.

Brown, L.; Berthelote, A. R.

2011-12-01

157

Dam Failure Inundation Map Project  

NASA Technical Reports Server (NTRS)

At the end of the first year, we remain on schedule. Property owners were identified and contacted for land access purposes. A prototype software package has been completed and was demonstrated to the Division of Land and Natural Resources (DLNR), National Weather Service (NWS) and Pacific Disaster Center (PDC). A field crew gathered data and surveyed the areas surrounding two dams in Waimea. (A field report is included in the annual report.) Data sensitivity analysis was initiated and completed. A user's manual has been completed. Beta testing of the software was initiated, but not completed. The initial TNK and property owner data collection for the additional test sites on Oahu and Kauai have been initiated.

Johnson, Carl; Iokepa, Judy; Dahlman, Jill; Michaud, Jene; Paylor, Earnest (Technical Monitor)

2000-01-01

158

Sustainability of dams-an evaluation approach  

NASA Astrophysics Data System (ADS)

Situated in the stream bed of a river, dams and reservoirs interrupt the natural hydrological cycle. They are very sensitive to all kinds of changes in the catchment, among others global impacts on land use, climate, settlement structures or living standards. Vice versa dams strongly affect the spatially distributed, complex system of ecology, economy and society in the catchment both up- and downstream of the reservoir. The occurrence of negative impacts due to large dams led to serious conflicts about future dams. Nevertheless, water shortages due to climatic conditions and their changes, that are faced by enormous water and energy demands due to rising living standards of a growing world population, seem to require further dam construction, even if both supply and demand management are optimised. Although environmental impact assessments are compulsory for dams financed by any of the international funding agencies, it has to be assumed that the projects lack sustainability. Starting from an inventory of today's environmental impact assessments as an integral part of a feasibility study the presentation will identify their inadequacies with regard to the sustainability of dams. To improve the sustainability of future dams and avoid the mistakes of the past, the planning procedures for dams have to be adapted. The highly complex and dynamical system of interrelated physical and non-physical processes, that involves many different groups of stakeholders, constitutes the need for a model-oriented decision support system. In line with the report of the World Commission of Dams an integrated analysis and structure of the complex interrelations between dams, ecology, economy and society will be presented. Thus the system, that a respective tool will be based on, is analysed. Furthermore an outlook will be given on the needs of the potential users of a DSS and how it has to be embedded in the overall planning process. The limits of computer-based decision-support in the very specific context of dam construction will be identified. Special focus will be on the constraints arising from the need to jointly evaluate qualitative and quantitative aspects and the methodological potential of multi-criteria evaluation in this respect.

Petersson, E.

2003-04-01

159

Prediction of Flooding due to Assumed Breaching of Mangla Dam  

Microsoft Academic Search

The Mangla Dam is one of the world's largest earth and rock filled dam, built across the Jhelum River, Pakistan. Downstream of the Mangla dam there are major towns such as Jhelum, Rasul, Khushab, etc. In 1992 a very large flood occurred due to excessive inflow into the reservoir and very large release from the Mangla dam caused a large

Tawatchai Tingsanchali; Noor Muhammad Khan

160

9. VIEW OF BASIN BEHIND DAM, SHOWING SCARS FROM EARTH ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

9. VIEW OF BASIN BEHIND DAM, SHOWING SCARS FROM EARTH MOVING TO CONSTRUCT DAM, LOOKING EAST - High Mountain Dams in Upalco Unit, East Timothy Lake Dam, Ashley National Forest, 8.4 miles North of Swift Creek Campground, Mountain Home, Duchesne County, UT

161

46. Photocopy of photograph, c. 1933. VIEW OF DAM AND ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

46. Photocopy of photograph, c. 1933. VIEW OF DAM AND FOREBAY. NOTE ALL WATER FLOWING THROUGH FOREBAY AND OUT EITHER TAILRACE OR SLUICE GATE (INSTEAD OF OVER DAM) BECAUSE OF LOW WATER FLOW. (Courtesy of the Potomac Edison Company Library (Hagerstown, MD), Historical Data Files, Dam No. 5 listing - Dam No. 5 Hydroelectric Plant, On Potomac River, Hedgesville, Berkeley County, WV

162

8. WEST DAM, LOOKING DUE NORTH OVER TOP OF WEST ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

8. WEST DAM, LOOKING DUE NORTH OVER TOP OF WEST DAM, SHOWING RELATIONSHIP BETWEEN OUTLET TO RIGHT OF DAM, NEW PUMP PLANT BUILDING AND CANAL TO LEFT OF DAM. - Eastside Reservoir, Diamond & Domenigoni Valleys, southwest of Hemet, Hemet, Riverside County, CA

163

66. AVALON DAM Photographic copy of historic photo, May ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

66. AVALON DAM - Photographic copy of historic photo, May 22, 1908 (original print filed in Record Group 115, National Archives, Washington, D.C.) W.J.Lubken, photographer 'VIEW LOOKING EAST FROM WEST END OF AVALON DAM, SHOWING DOWNSTREAM FACE OF DAM' - Carlsbad Irrigation District, Avalon Dam, On Pecos River, 4 miles North of Carlsbad, Carlsbad, Eddy County, NM

164

7. SOUTHEAST VIEW OF BIG DALTON DAM SHOWING THE MULTIPLE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

7. SOUTHEAST VIEW OF BIG DALTON DAM SHOWING THE MULTIPLE ARCHES, AN UPSTREAM VIEW OF THE PARAPET WALL ALONG THE CREST OF THE DAM, AND THE SHELTER HOUSE AT THE EAST END OF THE DAM. - Big Dalton Dam, 2600 Big Dalton Canyon Road, Glendora, Los Angeles County, CA

165

2. Overview of the Lost River Diversion Dam House complex ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. Overview of the Lost River Diversion Dam House complex taken from west edge of horseshoe-shaped Lost River Diversion Dam. Interior of east side of dam in the foreground. Facing East. - Klamath Basin Project, Lost River Diversion Dam House, Lost River near intersection of State Highway 140 & Hill Road, Klamath Falls, Klamath County, OR

166

8. VIEW OF BASIN BEHIND DAM, SHOWING SCARS FROM EARTH ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

8. VIEW OF BASIN BEHIND DAM, SHOWING SCARS FROM EARTH MOVING TO CONSTRUCT DAM, LOOKING NORTH - High Mountain Dams in Upalco Unit, East Timothy Lake Dam, Ashley National Forest, 8.4 miles North of Swift Creek Campground, Mountain Home, Duchesne County, UT

167

4. VIEW OF DOWNSTREAM FACE OF DAM, WITH SCARS FROM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

4. VIEW OF DOWNSTREAM FACE OF DAM, WITH SCARS FROM EARTH MOVING TO CONSTRUCT DAM IN FOREGROUND, LOOKING NORTHWEST - High Mountain Dams in Upalco Unit, Five Point Lake Dam, Ashley National Forest, 12 miles Northwest of Swift Creek Campground, Mountain Home, Duchesne County, UT

168

6. DAM AFTERBAY, WITH OWYEE RIVER IN FOREGROUND, SHOWING OUTLET ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

6. DAM AFTERBAY, WITH OWYEE RIVER IN FOREGROUND, SHOWING OUTLET TUNNEL PORTAL (LEFT) AND POWERHOUSE AND ENTRANCE PORTAL TO DAM INTERIOR (RIGHT). NOTE RELEASE OF WATER FROM NEEDLE VALVE NUMBER 2 IN VALVEHOUSE ON DAM. VIEW TO SOUTHEAST. - Owyhee Dam, Across Owyhee River, Nyssa, Malheur County, OR

169

43. Credit TR. Reconstruction of Dam No. 4 after 1936 ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

43. Credit TR. Reconstruction of Dam No. 4 after 1936 flood. Pouring concrete for new dam section; opening at left for flume to remove water from behind coffer dam. Photo c. 1936 - Dam No. 4 Hydroelectric Plant, Potomac River, Martinsburg, Berkeley County, WV

170

53. AVALON DAM Photographic copy of historic photo, August ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

53. AVALON DAM - Photographic copy of historic photo, August 9, 1893 (original print located at the Carlsbad Irrigation District offices, Carlsbad, New Mexico) photographer unknown 'EDDY DAM. LOOKING EAST.' VIEW OF COLLAPSED DAM - Carlsbad Irrigation District, Avalon Dam, On Pecos River, 4 miles North of Carlsbad, Carlsbad, Eddy County, NM

171

Design of a Sediment Mitigation System for Conowingo Dam  

E-print Network

Design of a Sediment Mitigation System for Conowingo Dam Rayhan Ain, Kevin Cazenas, Sheri Gravette with the Dam. During these events, the sediment build up at Conowingo Dam in the Lower Susquehanna River has the best mitigation technique to address the scouring of sediment at Conowingo Dam. Design alternatives

172

Three-Gorges Dam: Risk to Ancient Fish  

E-print Network

Three-Gorges Dam: Risk to Ancient Fish THE HUGETHREE-GORGES DAM (TGD) OFTHE Yangtze River is going and animals, as discussed by J. Wu et al. in their Policy Forum "Three-Gorges Dam-- experiment in habitat). The construction of the Gezhou Dam (38 km downstream from the TGD) in 1981 led to sharp declines in the popula

Wu, Jianguo "Jingle"

173

dam logic: qualitative reasoning about benthic macroinvertebrate responses  

E-print Network

dam logic: qualitative reasoning about benthic macroinvertebrate responses to dam removal desiree reliability of biotic and abiotic indicators (e.g. responsiveness to dam removal, detectability, feasibility relationships "there appears to be a wide range of ecological responses to dam removal. It is therefore

Tullos, Desiree

174

EVOLVING EXPECTATIONS OF DAM REMOVAL OUTCOMES: DOWNSTREAM GEOMORPHIC EFFECTS FOLLOWING REMOVAL OF A SMALL, GRAVEL-FILLED DAM1  

E-print Network

EVOLVING EXPECTATIONS OF DAM REMOVAL OUTCOMES: DOWNSTREAM GEOMORPHIC EFFECTS FOLLOWING REMOVAL OF A SMALL, GRAVEL-FILLED DAM1 Kelly Kibler, Desiree Tullos, and Mathias Kondolf 2 ABSTRACT: Dam removal is a promising river restoration technique, particularly for the vast number of rivers impounded by small dams

Tullos, Desiree

175

Dams and Dam Failure - Module 1: Terminology and Open Channel Hydraulics  

NSDL National Science Digital Library

This is the first module of a two-part series offering an introduction to the science explaining catastrophic dam failure and flood-wave prediction methods associated with these events. Through use of rich illustrations, animations, and interactions, this module explains key terminology and concepts including dam types and purposes, failure statistics, the general dam failure process, open channel hydraulics, critical flow, Manning's equation, and conveyance. The information covered in this two module series will provide a scientific foundation for advanced course work needed to run dam break simulations and to conduct hydraulic modeling as a part of dynamic wave forecasting.

2014-09-14

176

7 CFR 1724.55 - Dam safety.  

Code of Federal Regulations, 2010 CFR

...Electric System Design § 1724...financed electric system facilities...NARA). For information on the availability...Engineering and Design Dam Safety...For more information and guidance...Earthquake Analysis and Design of...

2010-01-01

177

The Hoover Dam: Lonely Lands Made Fruitful  

NSDL National Science Digital Library

Project designer Janet Haven of the University of Virginia American Studies Program presents the construction of the Hoover Dam as an alternative narrative to the devastation of the Great Depression in her photoessay, The Hoover Dam: Lonely Lands Made Fruitful. Five slide shows created in Flash2 cover the construction from diverting the Colorado River to pouring concrete and adding the final touches to a completed dam. The slide shows are prefaced by historical background, including short essays on topics such as the Dam as the "Machine in the Desert" and the text of Franklin D. Roosevelt's Dedication Speech upon completion, September 30, 1935. Images of maps and plans are linked throughout, and a list of Works Consulted gives concise source descriptions as well as ideas for further reading.

1998-01-01

178

Alterations in morphometric and organosomatic indices and histopathological analyses indicative of environmental contamination in Mullet, Mugil liza, from Southeastern Brazil.  

PubMed

Mullet (Mugil liza) were sampled in five different areas along the Guanabara Bay, southeastern Brazil, classified as non-contaminated, moderately contaminated and contaminated. Morphometric (Fulton condition factor, relative condition factor and weight to length scaling coefficient) and organosomatic (hepatosomatic index) indices of environmental stress were analysed. Fish from the differentially contaminated areas show statistically different Fulton and relative condition factors and hepatosomatic indices, but not the weight to length scaling coefficient. The Kn and the FCF followed the same trend, with fish from São Gonçalo (1.07 ± 0.04 and 0.89 ± 0.03), Itaipu (0.84 ± 0.01 and 0.86 ± 0.01) and the Rodrigo de Freitas Lagoon (1.03 ± 0.01 and 0.87 ± 0.20) showing higher FCFs than fish from Magé (0.96 ± 0.01 and 0.81 ± 0.01). Fish from Itaipu showed significantly higher HSI values than the other sampling sites (1.68 ± 0.07), with fish from Olaria and Ipiranga showing the lowest (1.56 ± 0.12 and 1.60 ± 0.07, respectively). PMID:23052584

Hauser-Davis, R A; Lavandier, R C; Bastos, F F; Oliveira, T F; Ribeiro, C A Oliveira; Ziolli, R L; de Campos, R C

2012-12-01

179

Earthquake-dammed lakes in New Zealand  

SciTech Connect

Eleven small lakes were formed by landslides caused by the 1929 Buller earthquake; four others were formed by other historic earthquakes in New Zealand. At least nine other New Zealand lakes are also dammed by landslides and were probably formed by prehistoric earthquakes. When recognized by morphology, synchronous age, and areal distribution, earthquake-dammed lakes could provide an estimate of paleoseismicity for the past few hundred or thousand years.

Adams, J.

1981-05-01

180

Dam nation: A geographic census of American dams and their large-scale hydrologic impacts  

Microsoft Academic Search

Newly available data indicate that dams fragment the fluvial system of the continental United States and that their impact on river discharge is several times greater than impacts deemed likely as a result of global climate change. The 75,000 dams in the continental United States are capable of storing a volume of water almost equaling one year's mean runoff, but

William L. Graf

1999-01-01

181

Marmot Dam Removal: Predictions and Observations  

NASA Astrophysics Data System (ADS)

The 14-m tall Marmot Dam on the Sandy River, Oregon was removed in the summer of 2007, allowing the approximately 730,000 cubic meters of sand and gravel to remain in the river for natural erosion by the flow. Pre-dam removal studies included sediment transport modeling that simulated several dam removal alternatives and provided key pieces of information that allowed a diverse stakeholder group to unanimously agree on the "blow-and-go" alternative, allowing a large amount of sediment to be released to a major salmonid-bearing river in the Columbia River basin. Although it is still too early to provide a comprehensive evaluation of the model performance because morphological responses in the downstream reaches, if any, are likely years away, observations to date (one year after dam removal) indicate that model predictions are generally accurate. Here we present some of the key findings of pre-dam-removal sediment transport modeling predictions and compare them with post-removal observations.

Cui, Y.; Orr, B. K.; Wilcox, A.; Vick, J.; Podolak, C.; Wilcox, P.

2008-12-01

182

The Remains of the Dam: What Have We Learned From 10 Years of Dam Removals?  

NASA Astrophysics Data System (ADS)

Over the past 10 years in the U.S., dam removal has evolved from an occasionally implemented, rarely studied, and poorly understood intervention to improve rivers, to a much more frequently accomplished and better studied and understood approach to river restoration. Over that same time period, the numbers and sizes of dams and volumes of sediment released have dramatically increased. By some estimates close to 1000 dams have been removed over the last 100 years, with most of those occurring within the last 10. While most of these are small (less than 15 m high) dams, removals of dams up to 70 m high are presently underway. Releases of sediment associated with these removals over the past 10 years have also increased by close to four orders of magnitude; for example removal of the Elwha River dams in Washington is estimated to release almost 107 m3 of sediment into the lower Elwha River. Given a decade's worth of dam removals and, in some cases, well-orchestrated case studies of the effects of removal on the geomorphology and (to a lesser extent) ecology of rivers, what have we learned? More specifically, where do we now stand with respect to being able to predict the consequences of future dam removals? Drawing on both field examples and numerical models of dam removals in the western U.S., several key lessons stand out. Although every dam removal and river are different, removals initiate very rapid upstream river response and reservoir erosion and evacuation of sediment by various mechanisms that are strongly controlled by grain size of the deposit, volumes of residual sediment relative to total reservoir volume, and style of dam removal (instantaneous versus staged). Erosion of sediment accumulations in fully and partially filled (by sediment) reservoirs proceeds by different trajectories and rates, with full reservoirs releasing sediment primarily by upstream knickpoint retreat while erosion and sediment release in partially-filled reservoirs proceeds by vertical incision and delta progradation. Coarse grained non-cohesive sediment deposits erode by both vertical incision and lateral migration; fine-grained non-cohesive deposits can slump and fail catastrophically by landsliding. The rate of upstream reservoir erosion sets the tempo of downstream river adjustments and sedimentation. Prediction of location of sediment accumulations is bolstered by both 1- and 2-D hydrodynamic models that have proven to be remarkably accurate in predicting the spatial extent and pattern of deposition, but are less accurate with respect to predicting timing and longevity of deposits.Erosion of Marmot coffer dam on the Sandy River, OR following dam breach, October 19, 2007

Grant, G. E.; O'Connor, J. E.; Major, J. J.

2012-12-01

183

Numerical modelling dam break analysis for water supply project  

NASA Astrophysics Data System (ADS)

Dam provides many benefits to the society, but it can also cause extensive damage to downstream area when it fails. Dam failure can cause extensive damage to properties and loss of human life due to short warning time available. In general, dam spillway was designed to drain the maximum discharge from the dam during the Probable Maximum Flood (PMF). The spillway is functioned to prevent the dam from failure due to overtopping, which can lead to the dam failure. Dam failure will result in large volume of water travelling at very high velocity to the downstream area of the dam. It can cause extensive property damage, destruction of important facilities, and significant loss of human life along the way. Due to the potential of high hazard it poses to the downstream area, a dam break analysis is considered very essential. This paper focuses into the dam failure analysis for Kahang Dam by prediction of breach flow hydrographs and generation of inundation map at downstream area. From the PMF scenario simulation, the maximum inflow is 525.12 m3/s and peak discharge from the dam during dam failure is 6188m3/s. The results are able to provide information for preparation of Emergency Response Plan (PMF), in which appropriate steps can be taken by relevant authorities to avoid significant loss of human lives.

Lariyah, M. S.; Vikneswaran, M.; Hidayah, B.; Muda, Z. C.; Thiruchelvam, S.; Abd Isham, A. K.; Rohani, H.

2013-06-01

184

Design of tailing dam using red mud  

NASA Astrophysics Data System (ADS)

Red mud, waste industrial product from aluminum industries produced approximately 75 million tonnes every year with less than half of this is used. Storage of this unutilized red mud takes vast tracts of usable land and pollutes, land, air and water. Construction of high embankments, under passes, flyovers, tailing dams uses vast tract of natural resources (top soil) is also matter of concern as its takes thousands of years to form the natural soil. This paper discusses use of red mud for construction of tailing dam based on laboratory findings and finite element analysis. The geotechnical properties such as plasticity, compaction, permeability, shear strength characteristics and dispersion of red mud are presented. Stability and seepage analysis of tailing dams as per finite element analysis using the above geotechnical parameters is presented.

Rout, Subrat; Sahoo, Tapaswini; Das, Sarat

2013-06-01

185

NOVA: Bombing Hitlerâ??s Dams  

NSDL National Science Digital Library

NOVA is well-known for its engaging documentaries and the team delivers once more with â??Bombing Hitlerâ??s Dams.â? Located within the Military + Espionage section of the NOVA site, this episode follows experts as they recreate the 1943 efforts of the â??dam busterâ? pilots and their one-of-a-kind bouncing bomb. A revolutionary secret weapon, the bomb was used to destroy two German dams, effectively cutting off the water supply to vital arms factories during WWII. The entire episode (nearly 2 hours in length) can be viewed here, accompanied by a complete Transcript of the program and Related Links, such as â??D-Dayâ??s Sunken Secretsâ? and â??Escaping a Nazi Prison Camp.â? Visitors can also read through the TV Schedule to view Upcoming Broadcasts or Recent Broadcasts that can all be viewed online and are accompanied by related websites, articles, interviews, slideshows, and other great features.

2012-01-11

186

Channel changes downstream from a dam  

USGS Publications Warehouse

A flood-control dam was completed during 1979 on Bear Creek, a small tributary stream to the South Platte River in the Denver, Colorado, area. Before and after dam closure, repetitive surveys between 1977 and 1992 at five cross sections downstream of the dam documented changes in channel morphology. During this 15-year period, channel width increased slightly, but channel depth increased by more than 40 percent. Within the study reach, stream gradient decreased and median bed material sizes coarsened from sand in the pools and fine gravel on the riffle to a median coarse gravel throughout the reach. The most striking visual change was from a sparse growth of streamside grasses to a dense growth of riparian woody vegetation.

Hadley, R.F.; Emmett, W.W.

1998-01-01

187

Optimizing the dammed: water supply losses and fish habitat gains from dam removal in California.  

PubMed

Dams provide water supply, flood protection, and hydropower generation benefits, but also harm native species by altering the natural flow regime and degrading aquatic and riparian habitat. Restoring some rivers reaches to free-flowing conditions may restore substantial environmental benefits, but at some economic cost. This study uses a systems analysis approach to preliminarily evaluate removing rim dams in California's Central Valley to highlight promising habitat and unpromising economic use tradeoffs for water supply and hydropower. CALVIN, an economic-engineering optimization model, is used to evaluate water storage and scarcity from removing dams. A warm and dry climate model for a 30-year period centered at 2085, and a population growth scenario for year 2050 water demands represent future conditions. Tradeoffs between hydropower generation and water scarcity to urban, agricultural, and instream flow requirements were compared with additional river kilometers of habitat accessible to anadromous fish species following dam removal. Results show that existing infrastructure is most beneficial if operated as a system (ignoring many current institutional constraints). Removing all rim dams is not beneficial for California, but a subset of existing dams are potentially promising candidates for removal from an optimized water supply and free-flowing river perspective. Removing individual dams decreases statewide delivered water by 0-2282 million cubic meters and provides access to 0 to 3200 km of salmonid habitat upstream of dams. The method described here can help prioritize dam removal, although more detailed, project-specific studies also are needed. Similarly, improving environmental protection can come at substantially lower economic cost, when evaluated and operated as a system. PMID:24594701

Null, Sarah E; Medellín-Azuara, Josué; Escriva-Bou, Alvar; Lent, Michelle; Lund, Jay R

2014-04-01

188

REDUCTION OF SEDIMENT DELIVERY TO THE ITAIPU RESERVOIR: A NEW VISION THROUGH THE IMPLEMENTATION OF MONITORING TECHNIQUES AND WATERSHED MANAGEMENT  

Technology Transfer Automated Retrieval System (TEKTRAN)

An increase in agricultural land use in the lower Paraná river basin in southern southeast and center western Brazil has contributed to an increase in soil losses in the region. The effects of increasing soil losses through water erosion and the eventual deposition of these sediments in the reservo...

189

1. TEMPORARY POWER HOUSE AT ROOSEVELT DAM. TRAMWAY LINES CAN ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. TEMPORARY POWER HOUSE AT ROOSEVELT DAM. TRAMWAY LINES CAN BE SEEN AT TOP OF PHOTOGRAPH Photographer: Walter J. Lubken, May 10, 1906 - Roosevelt Power Canal & Diversion Dam, Parallels Salt River, Roosevelt, Gila County, AZ

190

23. TWIN FALLS MAIN CANAL HEADWORKS WITH MILNER DAM IN ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

23. TWIN FALLS MAIN CANAL HEADWORKS WITH MILNER DAM IN DISTANCE; LOOKING NORTHEAST. - Milner Dam & Main Canal: Twin Falls Canal Company, On Snake River, 11 miles West of city of Burley, Idaho, Twin Falls, Twin Falls County, ID

191

22. TWIN FALLS MAIN CANAL HEADWORKS WITH MILNER DAM IN ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

22. TWIN FALLS MAIN CANAL HEADWORKS WITH MILNER DAM IN DISTANCE; LOOKING EAST. - Milner Dam & Main Canal: Twin Falls Canal Company, On Snake River, 11 miles West of city of Burley, Idaho, Twin Falls, Twin Falls County, ID

192

9. VIEW OF DAM FROM LEFT SIDE. PUMPCRETE PIPE LINES ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

9. VIEW OF DAM FROM LEFT SIDE. PUMPCRETE PIPE LINES ARE CARRIED ON WALKWAY. UPSTREAM PARTS OF BUTTRESSES ARE FOG-SPRAYED TO PERMIT PROMPT FILLING OF CONTRACTION JOINTS. July 30, 1938 - Bartlett Dam, Verde River, Phoenix, Maricopa County, AZ

193

11. VIEW OF HOCK OUTCROPPING, CONCRETE GRAVITY DAM FACE AND ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

11. VIEW OF HOCK OUTCROPPING, CONCRETE GRAVITY DAM FACE AND LAKE WITH TUNNEL INLET STRUCTURE IN DISTANCE, SHOWN AT MINIMUM WATER FLOW, LOOKING SOUTHEAST (UPSTREAM) - Van Arsdale Dam, South Fork of Eel River, Ukiah, Mendocino County, CA

194

12. DETAIL VIEW OF STEPPED CONCRETE GRAVITY DAM FACE AND ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

12. DETAIL VIEW OF STEPPED CONCRETE GRAVITY DAM FACE AND ROCK OUTCROPPING, WITH LAKE IN BACKGROUND, SHOWN AT MINIMUM WATER FLOW, LOOKING SOUTHEAST (UPSTREAM) - Van Arsdale Dam, South Fork of Eel River, Ukiah, Mendocino County, CA

195

44. LOCK AND DAM NO. 26 (REPLACEMENT). LOCK LOCK ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

44. LOCK AND DAM NO. 26 (REPLACEMENT). LOCK -- LOCK GUIDEWALLS -DOWNSTREAM GUIDEWALL, PARTIAL ISOMETRIC VIEW. M-L 26(R) 26/40 - Upper Mississippi River 9-Foot Channel Project, Lock & Dam 26R, Alton, Madison County, IL

196

5. VIEW SHOWING THE DOWNSTREAM SIDE OF SWAN FALLS DAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

5. VIEW SHOWING THE DOWNSTREAM SIDE OF SWAN FALLS DAM AND POWER HOUSE, LOOKING UPSTREAM TO SOUTH FROM THE A MOUND OF DEBRIS ABOUT THIRTY TO FORTY FEET ABOVE THE RIVER - Swan Falls Dam, Snake River, Kuna, Ada County, ID

197

3. Keechelus Dam from northern shoulder, with spillway boom at ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. Keechelus Dam from northern shoulder, with spillway boom at right foreground and outlet gate tower at right background. View to south. - Keechelus Dam, Yakima River, 10 miles northwest of Easton, Easton, Kittitas County, WA

198

12. Downstream face of Keechelus Dam, with access bridge for ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

12. Downstream face of Keechelus Dam, with access bridge for outlet gate tower at left background. View to south. - Keechelus Dam, Yakima River, 10 miles northwest of Easton, Easton, Kittitas County, WA

199

7. Keechelus Dam, showing upstream face and crest, with outlet ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

7. Keechelus Dam, showing upstream face and crest, with outlet gate tower at left background. View to northeast. - Keechelus Dam, Yakima River, 10 miles northwest of Easton, Easton, Kittitas County, WA

200

14. Detail of concrete stairway from downstream toe of dam ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

14. Detail of concrete stairway from downstream toe of dam to access bridge of outlet gate tower. View to southwest. - Keechelus Dam, Yakima River, 10 miles northwest of Easton, Easton, Kittitas County, WA

201

6. GENERAL CONSTRUCTION VIEW ALONG AXIS OF DAM FROM THE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

6. GENERAL CONSTRUCTION VIEW ALONG AXIS OF DAM FROM THE EAST ABUTMENT.... Volume XVII, No. 18, December 18, 1939. - Prado Dam, Embankment, Santa Ana River near junction of State Highways 71 & 91, Corona, Riverside County, CA

202

15. AERIAL PHOTOGRAPH OF DAM SITE SHOWING SPILLWAY OGEE SECTION ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

15. AERIAL PHOTOGRAPH OF DAM SITE SHOWING SPILLWAY OGEE SECTION AND SPILLWAY APRON EXCAVATION IN FOREGROUND.... Volume XVIII, No. 10, January 18, 1940. - Prado Dam, Spillway, Santa Ana River near junction of State Highways 71 & 91, Corona, Riverside County, CA

203

4. AERIAL VIEW OF DAM SITE SHOWING OUTLET WORKS AND ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

4. AERIAL VIEW OF DAM SITE SHOWING OUTLET WORKS AND DIVERSION CHANNEL IN FOREGROUND.... Volume XVIII, No. 9, March 5, 1940. - Prado Dam, Santa Ana River near junction of State Highways 71 & 91, Corona, Riverside County, CA

204

54. Downstream face of Agua Fria project's diversion dam showing ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

54. Downstream face of Agua Fria project's diversion dam showing initial masonry construction and poured concrete capping. Photographer Mark Durben, 1986. Source: Salt River Project. - Waddell Dam, On Agua Fria River, 35 miles northwest of Phoenix, Phoenix, Maricopa County, AZ

205

1. CONTEXTUAL VIEW OF LITTLE FALLS DAM POWERPLANT AND NORTHWEST ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. CONTEXTUAL VIEW OF LITTLE FALLS DAM POWERPLANT AND NORTHWEST END OF LITTLE FALLS TIE LINE. LOOKING WEST - Little Falls Tie Line Towers, Near Little Dam Falls on Spokane River, Wellpinit, Stevens County, WA

206

2. EASTSIDE RESERVOIR UNDER CONSTRUCTION LOOKING WEST WITH EAST DAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. EASTSIDE RESERVOIR UNDER CONSTRUCTION LOOKING WEST WITH EAST DAM IN MIDDLE GROUND, WEST DAM IN DISTANCE. - Eastside Reservoir, Diamond & Domenigoni Valleys, southwest of Hemet, Hemet, Riverside County, CA

207

4. Aerial view of Whitsett intake (lower right), Parker Dam ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

4. Aerial view of Whitsett intake (lower right), Parker Dam and village (left), Gene Wash Reservoir, Gene Pump Plant and village (right). - Parker Dam, Spanning Colorado River between AZ & CA, Parker, La Paz County, AZ

208

1. OVERALL VIEW SHOWING FACE OF CONCRETE GRAVITY DAM AND ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. OVERALL VIEW SHOWING FACE OF CONCRETE GRAVITY DAM AND FISH LADDER, LOOKING SOUTHWEST (UPSTREAM) FROM SNORE OPPOSITE FISH LADDER - Van Arsdale Dam, South Fork of Eel River, Ukiah, Mendocino County, CA

209

A dam in the middle of a river  

NSDL National Science Digital Library

Dams have negative impacts on the plants and animals that have adapted to the specific movement of natural rivers and streams. Dams also cause temperature changes, erosion, and movement of sediment that are deadly to many organisms.

Katie Hale (California State University, Fullerton; Student, Biological Sciences)

2007-01-12

210

1. Salmon Creek Diversion Dam, weir (to left), sand and ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. Salmon Creek Diversion Dam, weir (to left), sand and silt sluice gate (center), main canal headworks (to right), view to northwest - Salmon Creek Diversion Dam, Salmon Creek, Okanogan, Okanogan County, WA

211

2. Salmon Creek Diversion Dam, overview, diversion weir center foreground, ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. Salmon Creek Diversion Dam, overview, diversion weir center foreground, headworks overflow weir to center left, view to east - Salmon Creek Diversion Dam, Salmon Creek, Okanogan, Okanogan County, WA

212

77. Plan of Proposed Concrete of Rubble Masonry Dam at ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

77. Plan of Proposed Concrete of Rubble Masonry Dam at Frog Tanks on the Agua Fria River, Arizona. September 1903. - Waddell Dam, On Agua Fria River, 35 miles northwest of Phoenix, Phoenix, Maricopa County, AZ

213

JiTT - Dam Removal - A Good Idea or Not?  

NSDL National Science Digital Library

1) What are some of the biological effects of dam removal (good and bad)? 2) What are some of the more pressing/compelling reasons to remove a dam? Explain. 3) The Stanley and Doyle (2003) article states that, ...

Guertin, Laura

214

29. VIEW NORTHWEST ON SHELTON SIDE OF DAM DURING DEWATERING. ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

29. VIEW NORTHWEST ON SHELTON SIDE OF DAM DURING DEWATERING. SHELTON GATEHOUSE IN LEFT CENTER. - Ousatonic Water Power Company, Dam & Canals, CT Routes 34 & 108, 1 mile North of Derby-Shelton Bridge, Derby, New Haven County, CT

215

7. CLOSEUP VIEW OF WASHED UP 12' x 12' DAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

7. CLOSE-UP VIEW OF WASHED UP 12' x 12' DAM SUPPORT TIMBERS, THREE BEARS LAKE, LOOKING NORTHEAST FROM SOUTH SIDE OF LAKE - Three Bears Lake & Dams, North of Marias Pass, East Glacier Park, Glacier County, MT

216

44. Credit TR. Dam No. 4 after 1936 flood from ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

44. Credit TR. Dam No. 4 after 1936 flood from downstream showing break closed and installation of new concrete cap piece under way. Photo c. 1936. - Dam No. 4 Hydroelectric Plant, Potomac River, Martinsburg, Berkeley County, WV

217

2. DOWNSTREAM VIEW OF THE SOUTH CHANNEL DAM, LOOKING WEST. ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. DOWNSTREAM VIEW OF THE SOUTH CHANNEL DAM, LOOKING WEST. - Washington Water Power Company Post Falls Power Plant, South Channel Dam, West of intersection of Spokane & Fourth Streets, Post Falls, Kootenai County, ID

218

1. UPSTREAM VIEW OF THE SOUTH CHANNEL DAM, LOOKING EAST. ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. UPSTREAM VIEW OF THE SOUTH CHANNEL DAM, LOOKING EAST. - Washington Water Power Company Post Falls Power Plant, South Channel Dam, West of intersection of Spokane & Fourth Streets, Post Falls, Kootenai County, ID

219

10. Downstream face of Mormon Flat Dam under construction. Cement ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

10. Downstream face of Mormon Flat Dam under construction. Cement storage shed is at center right. Photographer unknown, September 1924. Source: Salt River Project. - Mormon Flat Dam, On Salt River, Eastern Maricopa County, east of Phoenix, Phoenix, Maricopa County, AZ

220

11. DETAIL OF EXTREMELY DETERIORATED CONDITION OF ORIGINAL STONE DAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

11. DETAIL OF EXTREMELY DETERIORATED CONDITION OF ORIGINAL STONE DAM ABUTMENT AND REASON FOR ENCASING ABUTMENT IN CONCRETE, c. 1918. - Dam No. 5 Hydroelectric Plant, On Potomac River, Hedgesville, Berkeley County, WV

221

DETAIL VIEW OF TOP OF DAM GATE STRUCTURE. UPSTREAM LOCK ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

DETAIL VIEW OF TOP OF DAM GATE STRUCTURE. UPSTREAM LOCK GATE AT RIGHT REAR. LOOKING WEST. - Illinois Waterway, La Grange Lock and Dam, 3/4 mile south of Country 795N at Illinois River, Versailles, Brown County, IL

222

34. DOWNSTREAM VIEW OF COOLIDGE DAM COMPLETED. POWER HOUSE, INTAKE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

34. DOWNSTREAM VIEW OF COOLIDGE DAM COMPLETED. POWER HOUSE, INTAKE TOWERS, WEST SPILLWAY CHANNEL AND DECORATIVE EAGLES ALL CLEARLY VISIBLE, c. 1928 - Coolidge Dam, Gila River, Peridot, Gila County, AZ

223

45. Reinforcement work to buttresses at Pleasant Dam. Support work ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

45. Reinforcement work to buttresses at Pleasant Dam. Support work for roadway and roadway visible. Photographer unknown, 1935. Source: Huber Collection. - Waddell Dam, On Agua Fria River, 35 miles northwest of Phoenix, Phoenix, Maricopa County, AZ

224

75 FR 34476 - Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...Reclamation Glen Canyon Dam Adaptive Management Work Group AGENCY: Bureau of Reclamation, Interior...for the Glen Canyon Dam Adaptive Management Work Group. The purpose of the Adaptive Management Work Group is to advise and to provide...

2010-06-17

225

77 FR 22801 - Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...Reclamation Glen Canyon Dam Adaptive Management Work Group AGENCY: Bureau of Reclamation...The Glen Canyon Dam Adaptive Management Work Group (AMWG) makes recommendations to...advisory committee, the AMWG, a technical work group, a Grand Canyon Monitoring and...

2012-04-17

226

32. Otter Lake Dam. View from downstream show how the ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

32. Otter Lake Dam. View from downstream show how the dam blends into its environment. Looking east-northeast. - Blue Ridge Parkway, Between Shenandoah National Park & Great Smoky Mountains, Asheville, Buncombe County, NC

227

4. View of dam front and sluiceway outlets Mississippi ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

4. View of dam front and sluiceway outlets - Mississippi River 9-Foot Channel, Lock & Dam No. 1, In Mississippi River at Mississippi Boulevard, below Ford Parkway Bridge, Saint Paul, Ramsey County, MN

228

3. Down river view of lock and dam to southwest ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. Down river view of lock and dam to southwest - Mississippi River 9-Foot Channel, Lock & Dam No. 1, In Mississippi River at Mississippi Boulevard, below Ford Parkway Bridge, Saint Paul, Ramsey County, MN

229

2. Distant view of lock and dam to northwest ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. Distant view of lock and dam to northwest - Mississippi River 9-Foot Channel, Lock & Dam No. 1, In Mississippi River at Mississippi Boulevard, below Ford Parkway Bridge, Saint Paul, Ramsey County, MN

230

1. Distant view of lock and dam to northeast ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. Distant view of lock and dam to northeast - Mississippi River 9-Foot Channel, Lock & Dam No. 1, In Mississippi River at Mississippi Boulevard, below Ford Parkway Bridge, Saint Paul, Ramsey County, MN

231

3. POOL, DAM, AND INTAKE TO PIPELINE LEADING TO FISH ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. POOL, DAM, AND INTAKE TO PIPELINE LEADING TO FISH WHEEL, LOOKING WEST-NORTHWEST. - Santa Ana River Hydroelectric System, Bear Creek Diversion Dam & Confluence Pool, Redlands, San Bernardino County, CA

232

View of Read Sawmill masonry dam, site of submerged sawmill ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

View of Read Sawmill masonry dam, site of submerged sawmill remains and earthen dam, facing north - Silas C. Read Sawmill, Outlet of Maxwell Lake near North Range Road, Fort Gordon, Richmond County, GA

233

7. ISLAND PLANT AND HORSESHOE DAM FROM WEST BANK (negative ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

7. ISLAND PLANT AND HORSESHOE DAM FROM WEST BANK (negative reversed) - American Falls Water, Power & Light Company, Island Power Plant, Snake River, below American Falls Dam, American Falls, Power County, ID

234

20. HORSESHOE DAM LOOKING EAST WITH UPPER END DEMOLISHED FOR ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

20. HORSESHOE DAM LOOKING EAST WITH UPPER END DEMOLISHED FOR NEW SPILLWAY (negative reversed) - American Falls Water, Power & Light Company, Island Power Plant, Snake River, below American Falls Dam, American Falls, Power County, ID

235

1. SNAKE RIVER VALLEY IRRIGATION DISTRICT DAM, VIEW OF NORTH ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. SNAKE RIVER VALLEY IRRIGATION DISTRICT DAM, VIEW OF NORTH ELEVATION OF INTAKE ON EAST SIDE OF DAM - Snake River Valley Irrigation District, East Side of Snake River (River Mile 796), Shelley, Bingham County, ID

236

73. GENERAL ASSEMBLY OF MECHANISM, FOR OPERATING DIVERSION DAM SLUICE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

73. GENERAL ASSEMBLY OF MECHANISM, FOR OPERATING DIVERSION DAM SLUICE GATES Courtesy of U.S.R.S., Salt River Project - Roosevelt Power Canal & Diversion Dam, Parallels Salt River, Roosevelt, Gila County, AZ

237

Simulating dam-breach flood scenarios of the Tangjiashan landslide dam induced by the Wenchuan Earthquake  

NASA Astrophysics Data System (ADS)

Floods from failures of landslide dams can pose a hazard to people and property downstream, which have to be rapidly assessed and mitigated in order to reduce the potential risk. The Tangjiashan landslide dam induced by the Mw = 7.9 2008 Wenchuan earthquake had impounded the largest lake in the earthquake affected area with an estimated volume of 3 × 108 m3, and the potential catastrophic dam breach posed a serious threat to more than 2.5 million people in downstream towns and Mianyang city, located 85 km downstream. Chinese authorities had to evacuate parts of the city until the Tangjiashan landslide dam was artificially breached by a spillway, and the lake was drained. We propose an integrated approach to simulate the dam-breach floods for a number of possible scenarios, to evaluate the severity of the threat to Mianyang city. Firstly, the physically-based BREACH model was applied to predict the flood hydrographs at the dam location, which were calibrated with observational data of the flood resulting from the artificial breaching. The output hydrographs from this model were inputted into the 1-D-2-D SOBEK hydrodynamic model to simulate the spatial variations in flood parameters. The simulated flood hydrograph, peak discharge and peak arrival time at the downstream towns fit the observations. Thus this approach is capable of providing reliable predictions for the decision makers to determine the mitigation plans. The sensitivity analysis of the BREACH model input parameters reveals that the average grain size, the unit weight and porosity of the dam materials are the most sensitive parameters. The variability of the dam material properties causes a large uncertainty in the estimation of the peak flood discharge and peak arrival time, but has little influence on the flood inundation area and flood depth downstream. The effect of cascading breaches of smaller dams downstream of the Tangjiashan dam was insignificant, due to their rather small volumes, which were only 2% of the volume of the Tangjiashan lake. The construction of the spillway was proven to have played a crucial role in reducing the dam-breach flood, because all the other natural breach scenarios would have caused the flooding of the downstream towns and parts of Mianyang city. However, in retrospect improvements on the spillway design and the evacuation planning would have been possible. The dam-break flood risk will be better controlled by reducing the spillway channel gradient and the porosity of the coating of the channel bottom. The experience and lessons we learned from the Tangjiashan case will contribute to improving the hazard mitigation and risk management planning of similar events in future.

Fan, X.; Tang, C. X.; van Westen, C. J.; Alkema, D.

2012-10-01

238

2. View of the southern twothirds of the dam showing ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. View of the southern two-thirds of the dam showing the Glens Falls Bridge over the Hudson River on the left, the Niagara Mohawk Power Corporation penstocks and inktake structure at the southeast corner of the dam, and the dam itself. The Finch Pruyn & Company Forebay is the foreground. Facing south. - Glens Falls Dam, 100' to 450' West of U.S. Route 9 Bridge Spanning Hudson River, Glens Falls, Warren County, NY

239

The Conceptual Basis for Ecological Responses to Dam Removal  

Microsoft Academic Search

the removal of nonfunctioning dams or dams that cause environmental harm or present unsafe conditions (Poff et al. 1997, Hart and Poff 2002). The basis for assessment of the eco-logical responses to dam removal and for the design of eco-logically effective removal practices is largely conceptual. Par-ticularly in the Pacific Northwest, the adverse effects that large dams have on endangered

STAN GREGORY; HIRAM LI; JUDY LI

2002-01-01

240

"No. 172. General view of the dam, looking downstream from ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

"No. 172. General view of the dam, looking downstream from the east end. F.E.D. June, 1916." Compare this historic image, taken upon dam completion (1916), with current-condition photograph HAER CO-90-1. The dam retains a remarkable degree of integrity of design and setting - Grand Valley Diversion Dam, Half a mile north of intersection of I-70 & Colorado State Route 65, Cameo, Mesa County, CO

241

Dams and Water Developments1 Robert H. Schueneman  

E-print Network

best exemplified by the concrete dam. In the early 1900's these structures, such as Roosevelt Dam. Characteristically, in terms of size, form, material and texture, the concrete dam is an imposing structure from the proposed reser- voir area often requiring extensive cutting and filling operations

Standiford, Richard B.

242

2. UPSTREAM SIDE OF DAM AND BRIDGE WITH ABANDONED SAN ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. UPSTREAM SIDE OF DAM AND BRIDGE WITH ABANDONED SAN TAN FLOOD-WATER HEADGATE IN FOREGROUND. TAKEN FROM NORTH END OF DAM - San Carlos Irrigation Project, Sacaton Dam & Bridge, Gila River, T4S R6E S12/13, Coolidge, Pinal County, AZ

243

3. View of the northern twothirds of the dam showing ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. View of the northern two-thirds of the dam showing the Finch, Pruyn & Company intake structure and forebay canal on the right and the ice-covered log chute along the dam. Facing south-southwest. - Glens Falls Dam, 100' to 450' West of U.S. Route 9 Bridge Spanning Hudson River, Glens Falls, Warren County, NY

244

Bed Sediment Monitoring of Multiple Contiguous Small Dam Removals  

Microsoft Academic Search

Dam removal is crucial for reconnecting river habitats, restoring passage of fish and other aquatic organisms, and restoring the free flow of water and sediment. However, removal of obsolete dams is often resisted due to concerns of releasing sediment and initiating channel instability. Two dams on the Musconetcong River in northern New Jersey have been removed as part of a

J. C. Galster; J. R. Wyrick

2010-01-01

245

WinDAM C earthern embankment internal erosion analysis software  

Technology Transfer Automated Retrieval System (TEKTRAN)

The USDA has partnered with landowners to build rural flood control dams. Overtopping and internal erosion are the causes of most dam failures. To estimate the peak discharge associated with a dam incident, the USDA-NRCS, -ARS, and Kansas State University have collaboratively developed software. ...

246

6. VIEW OF NORTH END OF EAST DAM, LOOKING SOUTH. ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

6. VIEW OF NORTH END OF EAST DAM, LOOKING SOUTH. (View is taken from lakeside with lowered water level. This view encompasses the same area as MT-88-A-5 above.) - Three Bears Lake & Dams, East Dam, North of Marias Pass, East Glacier Park, Glacier County, MT

247

2. VIEW SHOWING UPSTREAM FACE OF DAM, WITH UPRIGHT (INOPERABLE) ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. VIEW SHOWING UPSTREAM FACE OF DAM, WITH UPRIGHT (INOPERABLE) OUTLET GATE, LOOKING WEST - High Mountain Dams in Upalco Unit, Water Lily Lake Dam, Ashley National Forest, 1.1 miles Northeast of Swift Creek Campground, Mountain Home, Duchesne County, UT

248

3. VIEW SHOWING UPSTREAM FACE OF DAM, WITH UPRIGHT (INOPERABLE) ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. VIEW SHOWING UPSTREAM FACE OF DAM, WITH UPRIGHT (INOPERABLE) OUTLET GATE, LOOKING EAST - High Mountain Dams in Upalco Unit, Water Lily Lake Dam, Ashley National Forest, 1.1 miles Northeast of Swift Creek Campground, Mountain Home, Duchesne County, UT

249

7. VIEW SHOWING DOWNSTREAM FACE AND TOE OF DAM, WITH ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

7. VIEW SHOWING DOWNSTREAM FACE AND TOE OF DAM, WITH OUTLET CULVERT AND WING RETAINING WALLS, LOOKING NORTH - High Mountain Dams in Upalco Unit, Twin Pots Dam, Ashley National Forest, 10.1 miles North of Mountain Home, Mountain Home, Duchesne County, UT

250

LOCK, DOG HOUSE, CONTROL STATION, DAM GATE, MANEUVER BOAT No. ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

LOCK, DOG HOUSE, CONTROL STATION, DAM GATE, MANEUVER BOAT No. 1, AND DAM. NOTE LOWER LOCK GATE IN FOREGROUND. LOOKING NORTH NORTHEAST. - Illinois Waterway, La Grange Lock and Dam, 3/4 mile south of Country 795N at Illinois River, Versailles, Brown County, IL

251

Dental dams: the secret tool for infection control.  

PubMed

Dental dams, although in existence for over 100 years, are the most widely underused tool of infection control. This article addresses the many benefits of using dental dams and discusses simplified methods of incorporating dams into the dental practice. PMID:16553008

Costello, Mary R

2006-03-01

252

75 FR 50777 - Minidoka Dam Spillway Replacement, Minidoka County, ID  

Federal Register 2010, 2011, 2012, 2013, 2014

...Reclamation [INT-FES 10-43] Minidoka Dam Spillway Replacement, Minidoka County...prepared a FEIS on the proposed Minidoka Dam Spillway Replacement. The U.S. Fish...be submitted electronically to minidoka_dam_eis@usbr.gov. FOR FURTHER...

2010-08-17

253

43 CFR 418.18 - Diversions at Derby Dam.  

Code of Federal Regulations, 2012 CFR

...2011-10-01 true Diversions at Derby Dam. 418.18 Section 418.18 Public Lands...Management § 418.18 Diversions at Derby Dam. (a) Diversions of Truckee River water at Derby Dam must be managed to maintain minimum...

2012-10-01

254

43 CFR 418.18 - Diversions at Derby Dam.  

Code of Federal Regulations, 2011 CFR

...2011-10-01 false Diversions at Derby Dam. 418.18 Section 418.18 Public Lands...Management § 418.18 Diversions at Derby Dam. (a) Diversions of Truckee River water at Derby Dam must be managed to maintain minimum...

2011-10-01

255

25 CFR 173.16 - Reserved area, Coolidge Dam.  

Code of Federal Regulations, 2014 CFR

...2014-04-01 false Reserved area, Coolidge Dam. 173.16 Section 173.16 Indians... § 173.16 Reserved area, Coolidge Dam. No permit for any commercial business...of a mile from the center of the Coolidge Dam,...

2014-04-01

256

43 CFR 418.18 - Diversions at Derby Dam.  

Code of Federal Regulations, 2010 CFR

...2010-10-01 false Diversions at Derby Dam. 418.18 Section 418.18 Public Lands...Management § 418.18 Diversions at Derby Dam. (a) Diversions of Truckee River water at Derby Dam must be managed to maintain minimum...

2010-10-01

257

Financial Analysis of Experimental Releases Conducted at Glen Canyon Dam  

E-print Network

Financial Analysis of Experimental Releases Conducted at Glen Canyon Dam during Water Years 2006 Canyon Dam during Water Years 2006 through 2010 ANL/DIS-11-4 by L.A. Poch,1 T.D. Veselka,1 C.S. Palmer,2 Canyon Dam (GCD) conducted for the U.S. Department of Energy's Western Area Power Administration (Western

Kemner, Ken

258

INCORPORATING UNCERTAINTY INTO DAM SAFETY RISK Sanjay S. Chauhan1  

E-print Network

INCORPORATING UNCERTAINTY INTO DAM SAFETY RISK ASSESSMENT Sanjay S. Chauhan1 and David S. Bowles2 ABSTRACT Risk assessment is becoming more widely used to supplement traditional approaches to dam safety decision-making. Dam owners throughout Australia, the U.S. Army Corps of Engineers, and the U.S. Bureau

Chauhan, Sanjay S.

259

GEOSYNTHETIC DAM LINING SYSTEMS By: Christine T. Weber1  

E-print Network

GEOSYNTHETIC DAM LINING SYSTEMS By: Christine T. Weber1 and Jorge Zornberg, Advisor Abstract: The overall goal of this project is to contribute towards the use of geosynthetics in the design of dams geomembrane and composite liners under conditions representative of dams. There has been previous work done

Zornberg, Jorge G.

260

25 CFR 173.16 - Reserved area, Coolidge Dam.  

Code of Federal Regulations, 2010 CFR

...2010-04-01 false Reserved area, Coolidge Dam. 173.16 Section 173.16 Indians... § 173.16 Reserved area, Coolidge Dam. No permit for any commercial business...of a mile from the center of the Coolidge Dam,...

2010-04-01

261

Wavelet-Based Multiresolution Analysis of Wivenhoe Dam Water Temperatures  

E-print Network

Wavelet-Based Multiresolution Analysis of Wivenhoe Dam Water Temperatures Don Percival Applied monitoring program recently upgraded with perma- nent installation of vertical profilers at Lake Wivenhoe dam in a subtropical dam as a function of time and depth · will concentrate on a 600+ day segment of temperature fluc

Percival, Don

262

77 FR 50493 - Sam Rayburn Dam Project Power Rate  

Federal Register 2010, 2011, 2012, 2013, 2014

...Southwestern Power Administration Sam Rayburn Dam Project Power Rate AGENCY: Southwestern...SUMMARY: The current Sam Rayburn Dam Project rate was approved by the Federal...with the Sam Rayburn and Robert D. Willis Dams, two Corps projects that are isolated...

2012-08-21

263

25 CFR 173.16 - Reserved area, Coolidge Dam.  

Code of Federal Regulations, 2012 CFR

...2011-04-01 true Reserved area, Coolidge Dam. 173.16 Section 173.16 Indians... § 173.16 Reserved area, Coolidge Dam. No permit for any commercial business...of a mile from the center of the Coolidge Dam,...

2012-04-01

264

Geologic Hazards Associated With a Proposed Dam on the Yarlung-  

E-print Network

Geologic Hazards Associated With a Proposed Dam on the Yarlung- Tsangpo River in SE Tibet Peter K-Gyala antiform. Active faults drawn in black. Approximate location of the dam and diversion tunnel proposed of data relevant to dam siting. Figure 8. Fission-track data from detrital zircons obtained from sands

Kidd, William S. F.

265

THREE GORGES DAM Matthew Morioka, Alireza Abrishamkar, Yve Kay  

E-print Network

THREE GORGES DAM Matthew Morioka, Alireza Abrishamkar, Yve Kay CEE 491 #12;Specifications.3 Billion · Total Cost (2008) ¥ 148.4 Billion = $ 21.8 Billion #12;Source of Funds · Three Gorges Dam Construction Fund · Profits from the Gezhouba Dam · Policy Loans from the Chinese Development Bank · Loans from

Prevedouros, Panos D.

266

FLOOD WARNING SYSTEM BRISBANE RIVER ABOVE WIVENHOE DAM  

E-print Network

FLOOD WARNING SYSTEM for the BRISBANE RIVER ABOVE WIVENHOE DAM This brochure describes the flood above Wivenhoe Dam. It includes reference information which will be useful for understanding Flood above Wivenhoe Dam drains an area of approximately 7,000 square kilometres. The Brisbane River rises

Greenslade, Diana

267

43 CFR 418.18 - Diversions at Derby Dam.  

Code of Federal Regulations, 2014 CFR

...2014-10-01 false Diversions at Derby Dam. 418.18 Section 418.18 Public Lands...Management § 418.18 Diversions at Derby Dam. (a) Diversions of Truckee River water at Derby Dam must be managed to maintain minimum...

2014-10-01

268

Three gorges : the biggest dam in the world  

NSDL National Science Digital Library

Students will understand the following:The enormous Three Gorges Dam is now being constructed in China on the upper Yangtze River.The dam will benefit many people, but it may also cause serious problems.Dams are built according to complex principles of engineering.

Leaf, Jeffrey

2006-01-01

269

FLOOD WARNING SYSTEM BRISBANE RIVER BELOW WIVENHOE DAM  

E-print Network

FLOOD WARNING SYSTEM for the BRISBANE RIVER BELOW WIVENHOE DAM TO BRISBANE CITY This brochure for the Brisbane River below Wivenhoe Dam to Brisbane City. It includes reference information which will be useful kilometres of which about half is below Wivenhoe Dam. The Lockyer-Laidley Valley drains into the Brisbane

Greenslade, Diana

270

25 CFR 173.16 - Reserved area, Coolidge Dam.  

Code of Federal Regulations, 2013 CFR

...2013-04-01 false Reserved area, Coolidge Dam. 173.16 Section 173.16 Indians... § 173.16 Reserved area, Coolidge Dam. No permit for any commercial business...of a mile from the center of the Coolidge Dam,...

2013-04-01

271

Dam-Breach Flood Wave Propagation Using Dimensionless Parameters  

E-print Network

Dam-Breach Flood Wave Propagation Using Dimensionless Parameters Victor M. Ponce, M.ASCE1 ; Ahmad to study the sensitivity of dam-breach flood waves to breach-outflow hydrograph volume, peak discharge the channel. A dam-breach Froude number is defined to enable analysis through a wide range of site and flow

Ponce, V. Miguel

272

43 CFR 418.18 - Diversions at Derby Dam.  

Code of Federal Regulations, 2013 CFR

...2013-10-01 false Diversions at Derby Dam. 418.18 Section 418.18 Public Lands...Management § 418.18 Diversions at Derby Dam. (a) Diversions of Truckee River water at Derby Dam must be managed to maintain minimum...

2013-10-01

273

25 CFR 173.16 - Reserved area, Coolidge Dam.  

Code of Federal Regulations, 2011 CFR

...2011-04-01 false Reserved area, Coolidge Dam. 173.16 Section 173.16 Indians... § 173.16 Reserved area, Coolidge Dam. No permit for any commercial business...of a mile from the center of the Coolidge Dam,...

2011-04-01

274

6. SOUTHERLYVIEW OF BIG TUJUNGA DAM SHOWING THE PARAPET WALL ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

6. SOUTHERLYVIEW OF BIG TUJUNGA DAM SHOWING THE PARAPET WALL ALONG THE CREST, THE ELEVATOR SHAFT, AND THE CONTROL HOUSE AT THE END OF THE DAM. PHOTO TAKEN AT THE SOUTH OF THE SPILLWAY BRIDGE. - Big Tujunga Dam, 809 West Big Tujunga Road, Sunland, Los Angeles County, CA

275

REVIEW PLAN John Redmond Dam Reservoir, Coffee County, Kansas  

E-print Network

#12;#12;REVIEW PLAN John Redmond Dam Reservoir, Coffee County, Kansas Reallocation Study Tulsa PLAN John Redmond Dam Reservoir, Coffee County, Kansas Reallocation Study Tulsa District TABLE review for the Final Reallocation Report to the John Redmond Dam and Reservoir, Coffee County, Kansas

US Army Corps of Engineers

276

RIVER VIEW FROM EXTERIOR LOCK WALL SHOWING DAM GATE, MANEUVER ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

RIVER VIEW FROM EXTERIOR LOCK WALL SHOWING DAM GATE, MANEUVER BOAT No. 1, AND DAM. LOOKING NORTH NORTHEAST. - Illinois Waterway, La Grange Lock and Dam, 3/4 mile south of Country 795N at Illinois River, Versailles, Brown County, IL

277

30. Otter Lake Dam. View shows rustic stone facade of ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

30. Otter Lake Dam. View shows rustic stone facade of the dam. The stepped face of the dam gives the illusion of a natural cascade. Facing southeast. - Blue Ridge Parkway, Between Shenandoah National Park & Great Smoky Mountains, Asheville, Buncombe County, NC

278

75. AVALON DAM Photographic copy of historic photo, April ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

75. AVALON DAM - Photographic copy of historic photo, April 10, 1938 (original print in '1938 Annual Report of the Carlsbad Project,' located at the Carlsbad Irrigation District offices, Carlsbad, New Mexico) photographer unknown 'AVALON DAM - CCC ROCK WORK AT SPILLWAY NO. 2' - Carlsbad Irrigation District, Avalon Dam, On Pecos River, 4 miles North of Carlsbad, Carlsbad, Eddy County, NM

279

6. VIEW SHOWING CREST OF DAM AND OUTLET GATE WHEEL, ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

6. VIEW SHOWING CREST OF DAM AND OUTLET GATE WHEEL, STEM AND STEM GUIDE, LOOKING SOUTHEAST - High Mountain Dams in Upalco Unit, Milk Lake Dam, Ashley National Forest, 9.4 miles Northwest of Swift Creek Campground, Mountain Home, Duchesne County, UT

280

20. VIEW FROM DOWNSTREAM SIDE OF DAM SHOWING BUTTS OF ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

20. VIEW FROM DOWNSTREAM SIDE OF DAM SHOWING BUTTS OF LOGS PROJECTING BETWEEN CROSS LOGS. FREQUENTLY WHOLE TREES WERE USED IN CONSTRUCTING THESE DAMS. THE BRANCHES WERE PLACED UPSTREAM AND COVERED WITH EARTH AND STONE TO ANCHOR THEM. Photographed November 6, 1935. - Forge Creek Dam-John Cable Mill, Townsend, Blount County, TN

281

1. VIEW OF DOWNSTREAM SIDE OF DIVERSION DAM ON THE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. VIEW OF DOWNSTREAM SIDE OF DIVERSION DAM ON THE SNAKE RIVER, LOOKING NORTHEAST. NOTE HEADGATE STRUCTURE ON NORTH BANK, SPILLWAY ON LEFT SIDE OF DAM, AND SPLASH LOGS ON DOWNSTREAM SIDE OF DAM. - Snake River Ditch, Headgate on north bank of Snake River, Dillon, Summit County, CO

282

Facilitating fish passage at ultra low head dams: An alternative to dam removal  

USGS Publications Warehouse

Ecosystem sustainability and returning the biological integrity to rivers continue to change the landscape of fish passage technology. Installing a conventional fishways has a limited degree of success in accommodating fish passage needs. Recently, the option of total dam removal has been gaining momentum among resource managers, conservationists, and even engineers. Certain dams, however, cannot be removed, and conventional fishways are either too expensive to build or the real estate is simply not available; yet freedom of passage must be attained. At the Little Falls Dam on the Potomac River a notch in the crest of the dam was installed to accommodate passage of fish. The notch has three labyrinth weirs used for energy dissipation. Water velocities are maintained at less than about 4 m/s anywhere within the passage structure during migratory season of the target species (American shad). Construction of this novel design was recently completed (March 2000) and future biological evaluations are ongoing. Copyright ASCE 2004.

Odeh, M.

2004-01-01

283

Dams and Dam Failure - Module 2: St. Venant Equations, Modeling, and Case Study  

NSDL National Science Digital Library

This second module in the two-part series expands on the science explaining catastrophic dam failure and flood-wave prediction methods associated with these events. Through the use of rich illustrations and interactions, this module introduces the St. Venant equations for dynamic wave flow, and flood wave characteristics. It also explains the general dam failure modeling process along with advantages and limitations of dam failure models including model stability, accuracy, and sensitivity issues. Finally, it also provides an overview of the Teton River dam failure, one of the most famous hydrologic events in U.S. history. The two modules that comprise this series are designed to be taken consecutively and together provide a fundamental understanding of this complex hydrologic topic.

Comet

2008-08-25

284

Percy Quin Dam LiDAR Scan  

USGS Multimedia Gallery

A 3-D terrestrial LiDAR scan of the Percy Quin Mississippi State Park Dam in McComb, Mississippi, taken Monday, September 3, 2012. The U.S. Geological Survey is using this new technology in select areas of Louisiana, Mississippi and Alabama to map impacts by Hurricane Isaac....

285

Radar proves its worth in dam rehabilitation  

SciTech Connect

This article outlines the use of radar techniques to survey the masonry structure of White Marble Dam. The survey used a subsurface interface radar, and this equipment displayed a cross-sectional profile of the entire structure, revealing the size and location of any faults. By avoiding the draining and dredging of the upstream pool, it is estimated that this technique saved three months.

NONE

1996-08-01

286

Aging Dams and Watersheds: Rehabilitation and Restoration  

NSDL National Science Digital Library

The US Department of Agriculture's Water Quality Information Center at the National Agricultural Library has placed a new database online. The bibliography on Aging Dams and Watersheds includes 33 citations (1984-1998) "intended primarily to provide awareness of recent investigations and discussions" of related topics; several citations are hyperlinked to the full-text articles.

287

Renwick Dam RCC stepped spillway research  

Technology Transfer Automated Retrieval System (TEKTRAN)

The Small Watershed Program administered through the USDA-Natural Resources Conservation Service (formerly the Soil Conservation Service) has provided technical and financial assistance for the construction of nearly 11,000 embankment dams across the U.S. The construction peak in the Small Watershe...

288

Dams and Salmon: A Northwest Choice  

ERIC Educational Resources Information Center

This article describes an experiential exercise in which participants assume the roles of various stakeholder groups in the controversy surrounding possible dam removal to revive northwestern U. S. salmon populations. The role-play (a) increases environmental awareness in the context of the competing interests various stakeholders have in our…

Tucker, Michael; Tromley, Cheryl L.

2005-01-01

289

Chapter 13 Water Resources Hoover Dam  

E-print Network

management Water shortage linked to food supply Learning Objectives #12; The global water cycle due to surface runoff #12; A drainage basin or watershed is an area of land that contributes waterChapter 13 Water Resources #12;Hoover Dam #12;The Colorado River Basin Population growth

Pan, Feifei

290

Will We. . .? Thai Dam Resource Book.  

ERIC Educational Resources Information Center

This resource book is intended as an aid to persons working with Thai Dam refugees. To help the language teacher, some differences between Lao and English are discussed, specifically tonal inflections, positioning, declension of pronouns, conjugation of verbs, interrogatives, classifiers and predicate adjectives. An outline of cultural differences…

Murphy, Richard, Ed.; And Others

291

Eye in the Sky: Floods and Dams  

NSDL National Science Digital Library

This site provides general information about floods and dams. There are sections on the science, the phenomenon, and effects of floods. One video clip shows the Mississippi River at flood and non-flood levels. Another clip shows actual footage of a flood wreaking havoc on a populated area.

292

Dam break threshold value and risk probability assessment for an earth dam  

Microsoft Academic Search

In dam safety assessment, it is customary to focus on stability analysis, and the safety factor is regarded as an assessment\\u000a index that cannot correctly reflect the effect of multi-factors and variable uncertainty. The factors that induce dam breaks\\u000a are complex and uncertain; however, three primary ones can be identified: hydrological factors, seepage and bank slope instability.\\u000a In this paper,

Denghua Zhong; Yuefeng Sun; Mingchao Li

293

Optimizing the Dammed: water supply losses and fish habitat gains from dam removal in California  

NASA Astrophysics Data System (ADS)

Dams provide water supply, flood protection, and hydropower generation benefits, but have also harmed native species by altering the natural flow regime and degrading aquatic and riparian habitat. Restoring some river reaches to free-flowing conditions may restore substantial environmental benefits, but at some economic cost. This study uses a systems analysis approach to evaluate removing rim dams in California's Central Valley to highlight dams that could be removed as well as existing dams that are most beneficial for providing water supply and hydropower benefits. CALVIN, an economic-engineering optimization model was used to evaluate water storage and scarcity from removing dams. A warm and dry climate model (GFDL CM2.1 A2 emissions scenario) for a 30 year period centered at 2085, and double population scenario for year 2050 water demands represent future conditions. Tradeoffs between water scarcity to urban, agricultural, and instream flow requirements were compared with additional river miles accessible to anadromous species following dam removal. Results show that existing infrastructure is most beneficial if operated as a system (ignoring many current political and institutional constraints). Removing all rim dams is not beneficial for California, but a subset of existing dams are potentially promising candidates for removal from an optimized water supply and free-flowing river perspective. Incorporating environmental considerations into decision-making may lead to better solutions than focusing only on human benefits such as water supply, flood protection, hydropower generation, and recreation. Similarly, improving environmental flows can come at substantially lower economic cost, when viewed and operated as a system.Ratio of Surface Storage to Mean Annual Flow by Watershed

Null, S. E.; Medellin-Azuara, J.; Lund, J. R.

2012-12-01

294

Experimental Research on the Dam-Break Mechanisms of the Jiadanwan Landslide Dam Triggered by the Wenchuan Earthquake in China  

PubMed Central

Dam breaks of landslide dams are always accompanied by large numbers of casualties, a large loss of property, and negative influences on the downstream ecology and environment. This study uses the Jiadanwan landslide dam, created by the Wenchuan earthquake, as a case study example. Several laboratory experiments are carried out to analyse the dam-break mechanism of the landslide dam. The different factors that impact the dam-break process include upstream flow, the boulder effect, dam size, and channel discharge. The development of the discharge channel and the failure of the landslide dam are monitored by digital video and still cameras. Experimental results show that the upstream inflow and the dam size are the main factors that impact the dam-break process. An excavated discharge channel, especially a trapezoidal discharge channel, has a positive effect on reducing peak flow. The depth of the discharge channel also has a significant impact on the dam-break process. The experimental results are significant for landslide dam management and flood disaster prevention and mitigation. PMID:23844387

Xu, Fu-gang; Yang, Xing-guo; Hao, Ming-hui

2013-01-01

295

Experimental research on the dam-break mechanisms of the Jiadanwan landslide dam triggered by the Wenchuan earthquake in China.  

PubMed

Dam breaks of landslide dams are always accompanied by large numbers of casualties, a large loss of property, and negative influences on the downstream ecology and environment. This study uses the Jiadanwan landslide dam, created by the Wenchuan earthquake, as a case study example. Several laboratory experiments are carried out to analyse the dam-break mechanism of the landslide dam. The different factors that impact the dam-break process include upstream flow, the boulder effect, dam size, and channel discharge. The development of the discharge channel and the failure of the landslide dam are monitored by digital video and still cameras. Experimental results show that the upstream inflow and the dam size are the main factors that impact the dam-break process. An excavated discharge channel, especially a trapezoidal discharge channel, has a positive effect on reducing peak flow. The depth of the discharge channel also has a significant impact on the dam-break process. The experimental results are significant for landslide dam management and flood disaster prevention and mitigation. PMID:23844387

Xu, Fu-gang; Yang, Xing-guo; Zhou, Jia-wen; Hao, Ming-hui

2013-01-01

296

Upper and Middle Tiete River Basin dam-hydraulic system, travel time and temperature modeling  

NASA Astrophysics Data System (ADS)

SummaryTiete River System in the State of Sao Paolo, Brazil is characterized by complex hydraulics and operational problems due to series of dams and point and diffuse inflows along the river. A one dimension Lagrangian river model was developed and applied to the 313 km reach of the Upper and Middle Tiete River Basin from the Penha Dam to the head water of Bara Bonita Reservoir, a stretch of river that includes six small to medium size dams (3.4-22 m high) including the Pirapora Reservoir and 26 inflows into the river (11 tributaries, 9 diffuse source areas, and discharges of 4 cities stormwater and 2 wastewater treatment plants. The conservative tracer transport and temperature model that accounts for the short and long wave radiation and heat transfers at the free surface was included and solved using the Crank-Nicholson scheme. The time variable catchment input to the model was the simulated output of the external hydrological model called Runoff Load Model which results were provided by CETESB. The numerical treatment of series of dams and spillway (that included uncontrolled overflow spillway, gate-controlled ogee spillway; and underflow gates and tunnels) and parameterisation of hydraulic jumps are described. Special attention was focused on the high spatial and temporal variation of flows in Tiete River Basin, a result of the large variation in catchment inflows and channel geometry due to dams and reservoirs along the river. Predicted and measured spatial and seasonal variation of flow and temperature profiles along the river show good agreement. The simulated travel time of conservative tracer is compared against the CETESB's 1982 and 1984 field study data in a 254 km reach of the Middle Tiete River that again shows good agreement. Being Lagrangian in construction, this new model is computationally efficient making it an ideal tool for long term simulation for water resource planning, management and operation decision making in a large and complex river basin system.

Devkota, Bishnu; Imberger, Jörg

2012-12-01

297

Brazil: Rondonia  

Atmospheric Science Data Center

... From the Forest to the Sky: Smoke over Rondonia, Brazil     View Larger Image ... extend into Bolivia, where more fires are burning near the Brazil-Bolivia border. Clearer skies in the southeast corner of the image area ...

2013-04-18

298

Gabcikovo dam and Liptovska Mara dam - statistical analysis of measurement data  

NASA Astrophysics Data System (ADS)

Introduction: Water level in the observation wells is measured regularly and one of the reasons is evaluation of the safety of the water constructions. In this paper we are exploring the reliability of the measuring devices that are responsible for evaluation of the safety of the two largest and the most important dams in Slovakia. We test ability of selected statistical methods to detect early inaccuracies of measuring devices and thus improve the evaluation of the safety of the water constructions. As a follow-up study, we used the time series model (Neural network) to predict water levels in the observation wells that were considered to be without defects. Neural Network is also able to show dynamics of the filtration stability of the observational well. Methods: On the Liptovska Mara dam weekly data was used as a monitoring tool. On the Gabcikovo dam five minute time series of the measurements of the water level in observation wells around the right lock chamber were used. Data from the measuring devices of the dams were explored with boxplots, correlations, neural network, etc. The mentioned statistical tools analyze time series and detect the errors that measuring devices make when generating data and can be used to predict errors even in real time. In the second step, agreement between predicted data from neural network and measured data in the real time was evaluated. We used grid search for finding the optimal number of neurons and then predicted errors by using this model. The ability of the neural network in evaluation of the sealing of the dilatation joints on the filtration stability in the years 2009 - 2011 is presented. Results: From the 18 selected measuring devices on the Liptovska Mara dam there are only 3 devices which can be considered as reliable. On the Gabcikovo dam, 8 of 9 measuring devices (observation wells around right lock chamber) were considered as a reliable. There was very good agreement between the predicted and measured data at the Liptovska Mara dam using the neural network model. At the Gabcikovo dam the dynamics of the filtration stability around the right lock chamber is presented. Conclusions: The significance of the neural network is the ability to predict the water level in the observation wells at a dam site and total filtration stability of the dams by using the real measures in the time series. This is a desirable step to ensure adequate safety with the possibility to solve potential defects earlier.

Hakac, J.; Sabo, M.

2012-04-01

299

Dynamic decision making for dam-break emergency management - Part 2: Application to Tangjiashan landslide dam failure  

NASA Astrophysics Data System (ADS)

Tangjiashan landslide dam, which was triggered by the Ms = 8.0 Wenchuan earthquake in 2008 in China, threatened 1.2 million people downstream of the dam. All people in Beichuan Town 3.5 km downstream of the dam and 197 thousand people in Mianyang City 85 km downstream of the dam were evacuated 10 days before the breaching of the dam. Making such an important decision under uncertainty was difficult. This paper applied a dynamic decision-making framework for dam-break emergency management (DYDEM) to help rational decision in the emergency management of the Tangjiashan landslide dam. Three stages are identified with different levels of hydrological, geological and social-economic information along the timeline of the landslide dam failure event. The probability of dam failure is taken as a time series. The dam breaching parameters are predicted with a set of empirical models in stage 1 when no soil property information is known, and a physical model in stages 2 and 3 when knowledge of soil properties has been obtained. The flood routing downstream of the dam in these three stages is analyzed to evaluate the population at risk (PAR). The flood consequences, including evacuation costs, flood damage and monetized loss of life, are evaluated as functions of warning time using a human risk analysis model based on Bayesian networks. Finally, dynamic decision analysis is conducted to find the optimal time to evacuate the population at risk with minimum total loss in each of these three stages.

Peng, M.; Zhang, L. M.

2013-02-01

300

Radial gate evaluation: Olympus Dam, Colorado  

SciTech Connect

The report presents a structural analysis of the radial gates of Olympus Dam in eastern Colorado. Five 20-foot wide by 17-foot high radial gates are used to control flow through the spillway at Olympus Dam. The spillway gates were designed in 1947. The gate arm assemblies consist of two separate wide flange beams, with a single brace between the arms. The arms pivot about a 4.0-inch diameter pin and bronze graphite-insert bushing. The pin is cantilevered from the pier anchor girder. The radial gates are supported by a pin bearing on a pier anchor birder bolted to the end of the concrete pier. The gates are operated by two-part wire rope 15,000-pound capacity hoise. Stoplog slots upstream of the radial gates are provided in the concrete piers. Selected drawings of the gates and hoists are located in appendix A.

NONE

1997-06-01

301

Dam removal increases American eel abundance in distant headwater streams  

USGS Publications Warehouse

American eel Anguilla rostrata abundances have undergone significant declines over the last 50 years, and migration barriers have been recognized as a contributing cause. We evaluated eel abundances in headwater streams of Shenandoah National Park, Virginia, to compare sites before and after the removal of a large downstream dam in 2004 (Embrey Dam, Rappahannock River). Eel abundances in headwater streams increased significantly after the removal of Embrey Dam. Observed eel abundances after dam removal exceeded predictions derived from autoregressive models parameterized with data prior to dam removal. Mann–Kendall analyses also revealed consistent increases in eel abundances from 2004 to 2010 but inconsistent temporal trends before dam removal. Increasing eel numbers could not be attributed to changes in local physical habitat (i.e., mean stream depth or substrate size) or regional population dynamics (i.e., abundances in Maryland streams or Virginia estuaries). Dam removal was associated with decreasing minimum eel lengths in headwater streams, suggesting that the dam previously impeded migration of many small-bodied individuals (<300 mm TL). We hypothesize that restoring connectivity to headwater streams could increase eel population growth rates by increasing female eel numbers and fecundity. This study demonstrated that dams may influence eel abundances in headwater streams up to 150 river kilometers distant, and that dam removal may provide benefits for eel management and conservation at the landscape scale.

Hitt, Nathaniel P.; Eyler, Sheila; Wofford, John E.B.

2012-01-01

302

Characterization of grain sizes in the reservoir impoundment behind Marmot Dam post-dam removal  

NASA Astrophysics Data System (ADS)

Marmot Dam was built in 1913 and stood until 2007 to divert water from the Sandy River to the Bull Run Hydroelectric Plant. During that time Marmot Dam impounded a reservoir deposit of approximately 750,000 cubic meters of sediment. Prior to dam removal Squier Associates completed a series of sediment cores and bulk samples to estimate the composition of the deposit (Stillwater 2000). Since 2007 the Sandy River has carved a path through the reservoir leaving vertical sections of the deposit exposed. This study aims to use these remains of the deposit to make another estimate of its composition using pebble counts and a bulk sample. It serves as a back of the envelope double check of the Squier Associates study and an experiment with a new sampling method. Our results suggest that the deposit may be coarser than previously thought

di Leonardo, D. R.; Podolak, C.; Wilcock, P.

2009-12-01

303

Shock wave propagation of circular dam break problems  

NASA Astrophysics Data System (ADS)

We examine the behavior of shock wave propagation of circular (radial) dam break problems. A dam break problem represents a reservoir having two sides of water at rest initially with different depth separated by a wall, then water flows after the wall is removed. The behavior of shock wave propagation is investigated with respect to water levels and with respect to the speeds of the shock waves. To the author's knowledge, such investigation for circular dam break problems had never been done before. Therefore, this new work shall be important for applied computational mathematics and physics communities as well as fluid dynamic researchers. Based on our research results, the propagation speed of shock wave in a circular dam break is lower than that of shock wave in a planar dam break having the same initial water levels as in the circular dam break.

Mungkasi, Sudi

2014-10-01

304

Dynamic model failure tests of dam structures Dalian University of Technology, Dalian 116024, China  

E-print Network

Dynamic model failure tests of dam structures Gao Lin Dalian University of Technology, Dalian 116024, China ABSTRACT: For the earthquake safety evaluation of dam structures, it is desirable to extend failure tests of a number of concrete gravity dams, concrete arch dams and embankment dams have been

Spencer Jr., B.F.

305

Modeling the costs and benefits of dam construction from a multidisciplinary perspective  

E-print Network

Modeling the costs and benefits of dam construction from a multidisciplinary perspective Philip H: Dam construction Dam removal Program evaluation a b s t r a c t Although the benefits of dam for electricity, recent experience has shown that many dams have serious negative environmental, human

Tullos, Desiree

306

Department of Mechanical Engineering Spring 2011 General Motors 2 Variable Height Vehicle Air Dam  

E-print Network

Vehicle Air Dam Overview The fundamental issue with fixed air dams is the bottom edge of the dam needs to be high enough to meet defined vehicle ground clearance and front approach angle criteria. Air dams must a solution to this problem by designing an variable height vehicle air dam. Objectives Our mission

Demirel, Melik C.

307

1. CONTEXTUAL VIEW OF THE NORTH CHANNEL DAM FROM PUBLICLY ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. CONTEXTUAL VIEW OF THE NORTH CHANNEL DAM FROM PUBLICLY RESTRICTED PROPERTY OF THE RECENTLY CLOSED LOUISIANA PACIFIC LUMBER MILL. THE NORTH CHANNEL DAM'S HOLDING RESERVOIR AND TAINTER GATES ARE IN THE FOREGROUND, AND THE ROLLING SECTOR GATE IS IN THE BACKGROUND, LOOKING EAST. - Washington Water Power Company Post Falls Power Plant, North Channel Dam, West of intersection of Spokane & Fourth Streets, Post Falls, Kootenai County, ID

308

Providing protection: Agencies receive funding to repair, upgrade dams  

E-print Network

Story by Kathy Wythe tx H2O | pg. 26 Providing protection Agencies receive funding to repair, upgrade dams along with local partners, can apply for grant funds, he said. Construction of the dams began through four federal authorizations... passed between 1944 and 1981. Land rights were acquired from landowners, and local agencies constructed the dams with federal money from NRCS (formerly the Soil Conservation Service). Local sponsors?including cities, counties, local soil and water...

Wythe, Kathy

2009-01-01

309

Safety of Italian dams in the face of flood hazard  

NASA Astrophysics Data System (ADS)

Most rivers in Italy are segmented by dams that need rehabilitation because of (1) safety requirements by increasingly risk-averse societies, (2) changes in the downstream river and riparian system after dams building, (3) poor initial design at the time of completion and (4) modified priorities of watershed management. Safe design of flood spillways is a major concern, and requires to cope with low frequency flood hazard. One must estimate flood figures with high return periods (R ? 1000-10,000 years) but statistical methods involve large uncertainties because of the short length of the available records. This paper investigates the return period of the design flood of existing spillways RS of large dams in Italy. We used re-normalized flood frequency approach and regionalization using the Generalized Extreme Value distribution. The estimation of the site specific index flood is carried out by simple scaling with basin area at the regional level. The result show that 55% (245) of the 448 examined dams are equipped by spillway with RS > 10,000; and 71% (315) of the dams have RS > 1000. Conversely, 29% (130) of the dams display RS < 1000 years, lower than acceptable hazard. The spillway of 14% (62) of the dams has RS < 100 years, indicating potential exceedance of spillways capacity. Reservoir routing may dampen the outflow hydrograph, but one should carefully account for the need of achieving accurate dam safety assessment of these dams based on site specific investigations, also accounting for global change forcing.

Bocchiola, Daniele; Rosso, Renzo

2014-09-01

310

5. EASTSIDE RESERVOIR, LOOKING WEST. WEST DAM UNDER CONSTRUCTION, QUARRIES ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

5. EASTSIDE RESERVOIR, LOOKING WEST. WEST DAM UNDER CONSTRUCTION, QUARRIES TO LEFT MIDDLE GROUND OF PICTURE. - Eastside Reservoir, Diamond & Domenigoni Valleys, southwest of Hemet, Hemet, Riverside County, CA

311

2. FORMER INTAKE DAM NO. 2 AT 560" CONSTRUCTED OF ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. FORMER INTAKE DAM NO. 2 AT 560" CONSTRUCTED OF RUBBLE MASONRY IN 1937-1938. VIEW LOOKING DOWN LINE FORMER INTAKE GRILLE WAS TO LEFT SIDE OF DAM (TWO 8" IRON PIPES FROM NEW INTAKE NOW ENTER OLD INTAKE OPENING), BOX FLUME EXITS AT RIGHT AND CARRIES WATER TO AERATOR. NOTE THE SMALL SLUICEWAY OPENING AT CENTER ALONG WATERLINE. THIS DAM WAS SUPERCEDED BY THE NEW INTAKE DAM TO REACH THE MORE RELIABLE WATER SOURCE OF THE MAIN STREAM. - Kalaupapa Water Supply System, Waikolu Valley to Kalaupapa Settlement, Island of Molokai, Kalaupapa, Kalawao County, HI

312

ECONOMIC, SOCIAL, AND ENVIRONMENTAL IMPACTS OF SARDAR SAROVAR DAM RESETTLEMENT.  

E-print Network

?? In many countries large dams provide electricity, irrigation and water for drinking, and sanitation purposes. Infrastructure development strategies often neglect social and environmental impacts… (more)

Barve, Nita S.

2010-01-01

313

The evolution of gravel bed channels after dam removal: Case study of the Anaconda and Union City Dam removals  

NASA Astrophysics Data System (ADS)

The Anaconda and Union City Dams on the Naugatuck River in Connecticut were removed in February and October 1999. A detailed study of the sites prior to removal was undertaken including sediment testing and predictions of upstream channel formation post-dam removal. The 3.35-m-high timber crib/rock fill spillway of the Anaconda Dam partially breached during a storm prior to the dam's scheduled removal allowing a portion of the impounded sediment to move down through the river system. This event changed the removal plans and the remainder of the spillway was removed under an emergency order in the course of 4 days. The Union City Dam, a 2.44-m-high timber crib/rock fill dam capped with concrete and stone, was removed on schedule. A portion of the impounded sediment was removed by mechanical means during the deconstruction of the structure. The evolution of the two upstream channels post-project provided unique challenges and valuable insights as to what kind of channel transition can be expected in gravel bed river systems after a low head dam has been removed. This paper describes the initial engineering analysis and design, the subsequent removal of the two dams, and compares observations on the transition of the upstream channels following dam removal to the initial engineering predictions and other models. The relatively steep gravel bed channels evolved in a predictable manner, except where anthropogenic barriers (sanitary sewer, rock weir) interrupted.

Wildman, Laura A. S.; MacBroom, James G.

2005-10-01

314

Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado  

USGS Publications Warehouse

On July 15, 1982, Lawn Lake Dam, a 26-foot-high earthfill irrigation dam built in 1903 in Rocky Mountain National Park, Colorado, failed, due to piping, releasing 674 acre-feet of water with a peak discharge of 18,000 cubic feet per second down the Roaring River. Three people were killed, and damages were estimated at $31 million. Cascade Lake Dam, downstream from Lawn Lake Dam, subsequently failed as a result of the flood, increasing the peak flow at this point from 7,210 cubic feet per second to 16,000 cubic feet per second. The flood wave took 3.28 hours to travel 12.5 miles to Lake Estes, where all the floodwater was stored. The channel of the Roaring River was scoured as much as 50 feet and widened 300 feet. An alluvial fan of 42.3 acres, containing 10 million cubic feet of material, was deposited at the mouth of the Roaring River, damming the Fall River and forming a 17-acre lake. Various methods were used to indirectly compute peak discharge, attenuation of flow, and flood traveltime. A version of the National Weather Service dam-break flood model was used to evaluate its performance on high-gradient streams, to provide supplemental hydrologic information, and to evaluate various scenarios of dam-break development. (USGS)

Jarrett, R.D.; Costa, J.E.

1984-01-01

315

Deer Creek Dam, Hydroelectric Powerplant, 868 feet/291 degrees from intersection ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

Deer Creek Dam, Hydroelectric Powerplant, 868 feet/291 degrees from intersection of dam complex access road with U.S. Highway 189, 1,340 feet/352 degrees from the dam spillway overpass, Charleston, Wasatch County, UT

316

Review of Studies of Fish Survival in Spill at The Dalles Dam  

E-print Network

Review of Studies of Fish Survival in Spill at The Dalles Dam Independent Scientific Advisory BoardThe Dalles Dam Contents Assignment ................................................................................................................................................. 17 Appendix 4. Estimated Total Project Survival at The Dalles Dam at the Two Spill Levels

317

78 FR 34255 - Regulated Navigation Area; Vessel Traffic in Vicinity of Marseilles Dam; Illinois River  

Federal Register 2010, 2011, 2012, 2013, 2014

...Vessel Traffic in Vicinity of Marseilles Dam; Illinois River AGENCY: Coast Guard...related to the restoration of the Marseilles Dam, and salvage operations being conducted...salvage operations around the Marseilles Dam, the Coast Guard established a...

2013-06-07

318

33 CFR 165.T09-0405 - Safety Zone; Salvage Operations at Marseilles Dam; Illinois River.  

Code of Federal Regulations, 2013 CFR

...Safety Zone; Salvage Operations at Marseilles Dam; Illinois River. 165.T09-0405 ...Safety Zone; Salvage Operations at Marseilles Dam; Illinois River. (a) Location. ...extending 600 yards upstream of the Marseilles Dam to Mile Marker 247.2. (b)...

2013-07-01

319

75 FR 44809 - Glen Canyon Dam Adaptive Management Work Group (AMWG)  

Federal Register 2010, 2011, 2012, 2013, 2014

...INTERIOR Bureau of Reclamation Glen Canyon Dam Adaptive Management Work Group (AMWG...SUMMARY: The Glen Canyon Dam Adaptive Management Program (AMP) was...Decision on the Operation of Glen Canyon Dam Final Environmental Impact Statement...

2010-07-29

320

75 FR 20381 - Glen Canyon Dam Adaptive Management Work Group (AMWG)  

Federal Register 2010, 2011, 2012, 2013, 2014

...INTERIOR Bureau of Reclamation Glen Canyon Dam Adaptive Management Work Group (AMWG...SUMMARY: The Glen Canyon Dam Adaptive Management Program (AMP) was...Decision on the Operation of Glen Canyon Dam Final Environmental Impact Statement...

2010-04-19

321

77 FR 14516 - Alabama Power Company, Martin Dam Hydroelectric Project; Notice of Proposed Revised Restricted...  

Federal Register 2010, 2011, 2012, 2013, 2014

...Alabama] Alabama Power Company, Martin Dam Hydroelectric Project; Notice...for the Martin Dam Hydroelectric Project would be...Alabama SHPO; Alabama Power Company, the licensee...for the Martin Dam Hydroelectric Project to...

2012-03-12

322

BASINWIDE SEDIMENTATION PROCESSES AT GLACIER-DAMMED ICEBERG LAKE, SOUTHCENTRAL ALASKA  

E-print Network

BASINWIDE SEDIMENTATION PROCESSES AT GLACIER-DAMMED ICEBERG LAKE, SOUTHCENTRAL 2012 BASINWIDE SEDIMENTATION PROCESSES AT GLACIER-DAMMED ICEBERG LAKE, SOUTHCENTRAL ALASKA by Katie E examining sedimentation rates and varve thickness at Iceberg Lake, a glacier-dammed proglacial lake

Loso, Michael G.

323

The distribution of dams in Costa Rica and their hydrologic impacts  

E-print Network

Dam construction has increased exponentially over the past century, primarily in temperate environments. While the impacts of dams in temperate regions have been well-documented, a parallel level of research on dam impacts has not been achieved...

Laurencio, Laura Richards

2006-04-12

324

Interaction of Dams and Landslides--Case Studies and Mitigation  

USGS Publications Warehouse

In the first half of the 20th century, engineering geology and geotechnical engineering were in their infancy, and dams were often built where landslides provided valley constrictions, often without expert site investigation. Only the most important projects were subjected to careful geologic examination. Thus, dams were often built without complete understanding of the possible geotechnical problems occurring in foundations or abutments. Most of these dams still exist, although many have undergone costly repairs because of stability or leakage problems. Today, however, every effort is made in the selection of damsites, including those sited on landslides, to provide foundations and abutments that are generally impervious and capable of withstanding the stresses imposed by the proposed dam and reservoir, and possible landslides. By means of a literature search, technical interviews, and field inventory, I have located 254 large (at least 10 m high) dams worldwide that directly interact with landslides; that is, they have been built on pre-existing landslides or have been subjected to landslide activity during or after construction. A table (Appendix table A) summarizes dam characteristics, landslide conditions, and remedial measures at each of the dams. Of the 254 dams, 164 are earthfill, 23 are rockfill, and 18 are earthfill-rockfill; these are flexible dam types that generally perform better on the possibly unstable foundations provided by landslides than do more rigid concrete dams. Any pre-existing landslides that might impinge on the foundation or abutments of a dam should be carefully investigated. If a landslide is recognized in a dam foundation or abutment, the landslide deposits commonly are avoided in siting the dam or are removed during stripping of the dam foundation and abutment contacts. Contrarily, it has often been found to be technically feasible and economically desirable to site and construct dams on known landslides or on the remnants of these features. In these cases, proven preventive and remedial measures have been used to ensure the stability of the foundations and abutments, and to reduce seepage to acceptable levels.

Schuster, Robert L.

2006-01-01

325

5. GENERAL VIEW OF DAM FROM TOP OF MIXING PLANT, ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

5. GENERAL VIEW OF DAM FROM TOP OF MIXING PLANT, SHOWING BUTTRESSES 6 TO 10 INCLUSIVE. NOTE CONTRACTION JOINTS ARE GENERALLY FILLED TO ELEVATION 1650. PUMPCRETE TRESTLE IS AT ELEVATION 1698. April 21, 1938 - Bartlett Dam, Verde River, Phoenix, Maricopa County, AZ

326

1. Wideangle view of the Glens Falls Dam with the ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. Wide-angle view of the Glens Falls Dam with the Niagara Mohawk Power Corporation intakes structure on the left and the Finch, Pruyn & Company intake structure and power canal on the right. Facing south to southwest. - Glens Falls Dam, 100' to 450' West of U.S. Route 9 Bridge Spanning Hudson River, Glens Falls, Warren County, NY

327

22. Lake Whitney Dam, 1895 Photocopied from an original photograph, ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

22. Lake Whitney Dam, 1895 Photocopied from an original photograph, NHCHSL. Shows the rear of the dam building, and on Lake Whitney, Day's Store and Boathouse, and an ice house and steam-powered elevators. - Eli Whitney Armory, West of Whitney Avenue, Armory Street Vicinity, Hamden, New Haven County, CT

328

42. LOCK AND DAM NO. 26 (REPLACEMENT). LOCK LOCK ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

42. LOCK AND DAM NO. 26 (REPLACEMENT). LOCK -- LOCK GATES -- LIFT GATE, DOWNSTREAM LEAF, D.S. ELEVATION & GIRDERS. M-L 26(R) 21/29 - Upper Mississippi River 9-Foot Channel Project, Lock & Dam 26R, Alton, Madison County, IL

329

12. Credit PED. View of tail race and dam showing ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

12. Credit PED. View of tail race and dam showing dumping of construction rubble into river bed by rail car; and preparations for pouring a concrete cap onto tail race wall. Photo c. 1909. - Dam No. 4 Hydroelectric Plant, Potomac River, Martinsburg, Berkeley County, WV

330

Development of next-generation embankment dam breach models  

Technology Transfer Automated Retrieval System (TEKTRAN)

The Dam Safety Interest Group (DSIG) of the Centre for Energy Advancement through Technological Innovation (CEATI International Inc.) is an international group of dam owners that pursues collaborative research on a wide range of topics. Since 2004 the DSIG has been working to facilitate the develop...

331

New flow depth relationships for embankment dam stepped spillway design  

Technology Transfer Automated Retrieval System (TEKTRAN)

A common deficiency for embankment dams changing from a low hazard to a high hazard dam is inadequate spillway capacity. Roller compacted concrete (RCC) stepped spillways are a popular method to address this issue. Stepped spillway research has gained momentum in recent years due to the need for d...

332

WINDAM-ANALYSIS OF OVERTOPPED EARTH EMBANKMENT DAMS  

Technology Transfer Automated Retrieval System (TEKTRAN)

Windows Dam Analysis Modules (WINDAM) is a modular software application which is being developed for the analysis of overtopped earth embankments. The development is being carried out in stages with the initial computational model addressing the routing of the flood through the reservoir with dam o...

333

Dam safety's future: What will the headlines say  

SciTech Connect

The U.S. dam safety program is entering a critical period. Decisions made during the next several years will set the program's course for years to come. This article examines how the program looks and will look at the end of the decade, using assessments by four men with important roles in the dam safety community.

Byers, W.

1993-10-01

334

5. GENERAL VIEW FROM EAST ABUTMENT ALONG AXIS OF DAM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

5. GENERAL VIEW FROM EAST ABUTMENT ALONG AXIS OF DAM SHOWING STEEL SHEET PILE CUTOFF WALL COMPLETED, AND EMBANKMENT MATERIAL BEING COMPACTED INTO POSITION. Volume XVI, No. 11, July 21, 1939. - Prado Dam, Embankment, Santa Ana River near junction of State Highways 71 & 91, Corona, Riverside County, CA

335

52. Humbug Creek Diversion Dam showing original masonry structure at ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

52. Humbug Creek Diversion Dam showing original masonry structure at right and concrete weir at left added later. Photographer James Eastwood, 1986. Source: Salt River Project. - Waddell Dam, On Agua Fria River, 35 miles northwest of Phoenix, Phoenix, Maricopa County, AZ

336

Institutionalizing the option of dam removal: the New Hampshire initiative.  

PubMed

For two years, the State of New Hampshire has worked to institutionalize the option of dam removal. The high gradient streams that flow through the granite hills and mountains of this small northeastern state provided ideal conditions for dam construction, particularly during America's Industrial Revolution of the 1800s when mills were constructed throughout the area. With more than 4,800 dams in the state's database, there are many opportunities for the removal of dams that no longer serve a useful purpose, have become a public safety hazard and impact the river environment. Efforts to facilitate removal of dams in New Hampshire include the formation of a River Restoration Task Force and the creation of a dam removal program within the state agency responsible for regulating dams. This has led to the removal of two dams in the past year, with approximately ten additional projects in various stages of planning. A history of this agency-led initiative, as well as a discussion of the program's strengths, challenges and goals for the future are presented. PMID:14653629

Lindloff, S D

2003-01-01

337

VIEW OF WARRIOR RIVER, OLIVER LOCK AND DAM LOOKING NORTHEAST, ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

VIEW OF WARRIOR RIVER, OLIVER LOCK AND DAM LOOKING NORTHEAST, LURLEEN WALLACE BRIDGE IN BACKGROUND, GULF MOBILE & OHIO RAILROAD BRIDGE IN FRONT OF LURLEEN WALLACE BRIDGE, NORTHPORT LEFT SIDE, TUSCALOOSA RIGHT SIDE, UNIVERSITY OF ALABAMA IN RIGHT BACKGROUND. - William Baker Oliver Lock & Dam, Spans Warrior River between Tuscaloosa & Northport, Tuscaloosa, Tuscaloosa County, AL

338

Fallback by Adult Sockeye Salmon at Columbia River Dams  

Microsoft Academic Search

We implanted radio transmitters into sockeye salmon Oncorhynchus nerka in 1997 to determine the (1) fallback percentage and rate at eight Columbia River dams, (2) effect of fallback on adult counts at each dam, (3) relations between spillway discharge and fallback, (4) relations between injuries and fallback, and (5) relations of fallback and survival to spawning tributaries. The rate of

George P. Naughton; Christopher C. Caudill; Matthew L. Keefer; Theodore C. Bjornn; Christopher A. Peery; Lowell C. Stuehrenberg

2006-01-01

339

52. THE DOWNSTREAM FACE OF ROOSEVELT DAM. THE ROOSEVELT POWER ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

52. THE DOWNSTREAM FACE OF ROOSEVELT DAM. THE ROOSEVELT POWER HOUSE IS LOCATED AT THE CENTER OF THE PHOTO WITH THE TRANSFORMER HOUSE LOCATED AT THE RIGHT. THE NORTH SPILLWAY IS AT THE FAR LEFT AND SOUTH SPILLWAY AT THE FAR RIGHT Photographer: Mark Durben, 1984 - Roosevelt Power Canal & Diversion Dam, Parallels Salt River, Roosevelt, Gila County, AZ

340

21. Mormon Flat Dam and reservoir. HEFU penstock and unit ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

21. Mormon Flat Dam and reservoir. HEFU penstock and unit are at center. The original power house is located behind the HEFU penstock. Transformer equipment is located at center right. Photographer Mark Durben, 1988. Source: Salt River Project. - Mormon Flat Dam, On Salt River, Eastern Maricopa County, east of Phoenix, Phoenix, Maricopa County, AZ

341

59. Downstream view of Waddell Dam showing buttress ties, crane, ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

59. Downstream view of Waddell Dam showing buttress ties, crane, housing over penstock outlet (left) and storage building (right). Photographer Mark Durben, 1986. Source: Salt River Project. - Waddell Dam, On Agua Fria River, 35 miles northwest of Phoenix, Phoenix, Maricopa County, AZ

342

2. Photocopied June 1978 'THE IRON DAM.' VIEW OF THE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. Photocopied June 1978 'THE IRON DAM.' VIEW OF THE IRON DAM, THE OUTCROPPING OF THE ORE FOUND IN 1826 BY HENDERSON. FURNISHED WATER TO SAWMILL. SOURCE: BENSON LOSSING, THE HUDSON, FROM THE WILDERNESS TO THE SEA, TROY, NEW YORK, 1866, p. 25 - Adirondack Iron & Steel Company, New Furnace, Hudson River, Tahawus, Essex County, NY

343

5. DIABLO DAM: DETAIL VIEW OF RELIEF VALVES AT ELEVATION ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

5. DIABLO DAM: DETAIL VIEW OF RELIEF VALVES AT ELEVATION 1044. VALVE IN FOREGROUND IS A BUTTERFLY VALVE SIX FEET IN DIAMETER; VALVE TO THE REAR IS A JOHNSON-TYPE NEEDLE VALVE BOTH VALVES WERE MANUFACTURED BY THE PELTON WATER WHEEL COMPANY, 1989. - Skagit Power Development, Diablo Dam, On Skagit River, 6.9 miles upstream from Newhalem, Newhalem, Whatcom County, WA

344

The design of the intelligent monitoring system for dam safety  

NASA Astrophysics Data System (ADS)

Being a vital manmade water-control structure, a dam plays a very important role in the living and production of human being. To make a dam run safely, the best design and the superior construction quality are paramount; moreover, with working periods increasing, various dynamic, alternative and bad loads generate little by little various distortions on the dam structure inevitably, which shall lead to potential safety problems or further a disaster (dam burst). There are many signs before the occurrence of a dam accident, so the timely and effective surveying on the distortion of a dam is important. On the basis of the cause supra, two intelligent (automatic) monitoring systems about the dam's safety based on the RTK-GPS technology and the measuring robot has been developed. The basic principle, monitoring method and monitoring process of these two intelligent (automatic) monitoring systems are introduced. It presents examples of monitor and puts forward the basic rule of dam warning based on data of actual monitor.

Yuan, Chun-qiao; Jiang, Chen-guang; Wang, Guo-hui

2008-12-01

345

Comparison of two process based earthen dam failure computation models  

Technology Transfer Automated Retrieval System (TEKTRAN)

Dams are an important part of this nation's infrastructure providing flood control, water supply, irrigation, hydropower, navigation, and recreation. Despite their many beneficial uses, dams present a risk to property and life due to their potential to fail. They are also a part of the nation's ag...

346

The Removal of the Edwards Dam: Renewed Debates  

NSDL National Science Digital Library

On July 1, 1999, the destruction of the Edwards Dam in Maine began, marking the first case of an order to remove a hydroelectric dam against the owner's wishes. Dams were constructed to provide mechanical power, and later electrical power, mainly for saw, grist, and textile mills. These mills were a substantial asset to the economy by providing jobs, but as the mills closed, the economic necessity of dams diminished. Ecologists have been identifying the environmental benefits fish and wildlife receive when rivers are restored by removing dams. The Edwards River is in the process of being restored, but the restoration of another, much larger river, the Snake River in Oregon, continues to be a source of debate. Ecologists and biologists believe restoring the Snake River will help the endangered wild salmon regain their numbers. Agricultural and industrial users of the Snake River argue that the dam still provides substantial economic benefits. The eight resources listed for this In the News topic provide current information on the Edwards dam removal, the Snake River debates, and general information on dams.

Schultz, Jennifer J.

347

23. The Salt River, downstream, from atop Mormon Flat Dam. ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

23. The Salt River, downstream, from atop Mormon Flat Dam. HEFU generator deck is at center bottom. Photographer Mark Durben, 1988. Source: Salt River Project. - Mormon Flat Dam, On Salt River, Eastern Maricopa County, east of Phoenix, Phoenix, Maricopa County, AZ

348

San Acacia Reach San Acacia Dam to Escondida Bridge  

E-print Network

San Acacia Reach San Acacia Dam to Escondida Bridge Hydraulic Modeling Analysis 1918-2006 Middle, hydraulic modeling analyses have been performed on the San Acacia reach to determine the changes by Reclamation on the San Acacia reach. The 11.6 mile long reach extends from the San Acacia Diversion dam (River

Julien, Pierre Y.

349

DRAFT San Acacia Reach San Acacia Dam to Escondida Bridge  

E-print Network

DRAFT San Acacia Reach San Acacia Dam to Escondida Bridge Hydraulic Modeling Analysis 1918, hydraulic modeling analyses have been performed on the San Acacia reach to determine the changes by Reclamation on the San Acacia reach. The 11.6 mile long extends from the San Acacia Diversion dam (River Mile

Julien, Pierre Y.

350

5. LOOKING WEST ALONG THE AXIS OF THE DAM TOWARD ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

5. LOOKING WEST ALONG THE AXIS OF THE DAM TOWARD THE OUTLET STRUCTURE. HAND OPERATED MECHANICAL TAMPERS ARE COMPACTING THE FILL ALONG THE STEEL SHEET PILING CUTOFF WALL IN THE FOREGROUND. Volume XIX, No. 6, April 12, 1940. - Prado Dam, Santa Ana River near junction of State Highways 71 & 91, Corona, Riverside County, CA

351

22. Close up view of Mormon Flat Dam, original power ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

22. Close up view of Mormon Flat Dam, original power house and HEFU upgrades. Spillway lip, at center, is part of the approach road. Photographer Mark Durben, 1988. Source: Salt River Project. - Mormon Flat Dam, On Salt River, Eastern Maricopa County, east of Phoenix, Phoenix, Maricopa County, AZ

352

33 CFR 117.705 - Beaver Dam Creek.  

Code of Federal Regulations, 2013 CFR

...Waters 1 2013-07-01 2013-07-01 false Beaver Dam Creek. 117.705 Section 117.705 Navigation and Navigable...REGULATIONS Specific Requirements New Jersey § 117.705 Beaver Dam Creek. The draw of the Ocean County bridge, mile...

2013-07-01

353

33 CFR 117.705 - Beaver Dam Creek.  

Code of Federal Regulations, 2010 CFR

...Waters 1 2010-07-01 2010-07-01 false Beaver Dam Creek. 117.705 Section 117.705 Navigation and Navigable...REGULATIONS Specific Requirements New Jersey § 117.705 Beaver Dam Creek. The draw of the Ocean County bridge, mile...

2010-07-01

354

33 CFR 117.705 - Beaver Dam Creek.  

Code of Federal Regulations, 2012 CFR

...Waters 1 2012-07-01 2012-07-01 false Beaver Dam Creek. 117.705 Section 117.705 Navigation and Navigable...REGULATIONS Specific Requirements New Jersey § 117.705 Beaver Dam Creek. The draw of the Ocean County bridge, mile...

2012-07-01

355

33 CFR 117.705 - Beaver Dam Creek.  

Code of Federal Regulations, 2011 CFR

...Waters 1 2011-07-01 2011-07-01 false Beaver Dam Creek. 117.705 Section 117.705 Navigation and Navigable...REGULATIONS Specific Requirements New Jersey § 117.705 Beaver Dam Creek. The draw of the Ocean County bridge, mile...

2011-07-01

356

Attitudes of Operative Dentistry Faculty toward Rubber Dam Isolation.  

ERIC Educational Resources Information Center

Dental faculty responses (N=332) to a survey concerning use of rubber dams for excluding fluids from the working field in operative dentistry procedures indicated students receive adequate instruction in rubber dam use and are proficient at graduation, though motivating students to its use is problematic and patient resistance a factor. (MSE)

Brackett, William W.; And Others

1989-01-01

357

Correlations among the WISC-R, PIAT, and DAM.  

ERIC Educational Resources Information Center

The WISC-R, PIAT, and DAM were examined to ascertain relationships among the three instruments. Correlations indicate that information yielded by the PIAT may be obtained through WISC-R results, while the DAM may be tapping other abilities not adequately assessed by either of the other two measures. (Author)

White, Thomas H.

1979-01-01

358

33 CFR 117.705 - Beaver Dam Creek.  

Code of Federal Regulations, 2014 CFR

...Waters 1 2014-07-01 2014-07-01 false Beaver Dam Creek. 117.705 Section 117.705 Navigation and Navigable...REGULATIONS Specific Requirements New Jersey § 117.705 Beaver Dam Creek. The draw of the Ocean County bridge, mile...

2014-07-01

359

28. VIEW NORTH TOWARD DERBY DURING DEWATERING. DAM IN CENTER ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

28. VIEW NORTH TOWARD DERBY DURING DEWATERING. DAM IN CENTER OF PICTURE WITH SHELTON GATEHOUSE ON LEFT AND DERBY GATEHOUSE ON RIGHT. - Ousatonic Water Power Company, Dam & Canals, CT Routes 34 & 108, 1 mile North of Derby-Shelton Bridge, Derby, New Haven County, CT

360

30. VIEW SOUTHEAST ON SHELTON SIDE OF DAM DURING DEWATERING. ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

30. VIEW SOUTHEAST ON SHELTON SIDE OF DAM DURING DEWATERING. CORNER OF SHELTON LOCKS AND MITRE GATES AT RIGHT. - Ousatonic Water Power Company, Dam & Canals, CT Routes 34 & 108, 1 mile North of Derby-Shelton Bridge, Derby, New Haven County, CT

361

Controlling Works, Section AA at Bear Trap Dam, Section BB ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

Controlling Works, Section A-A at Bear Trap Dam, Section B-B at Bear-Trap Dam, Section C-C at Sluice Gate - Chicago Sanitary and Ship Canal, Lockport Controlling Works, Illinois Waterway River Mile 293.2, Lockport, Will County, IL

362

3. CREST OF THE SOUTH CHANNEL DAM, SHOWING BLOCK HOUSE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. CREST OF THE SOUTH CHANNEL DAM, SHOWING BLOCK HOUSE (NOT ORIGINAL) COVERING THE ELECTRICALLY POWERED GATE-LIFTING MECHANISM THAT REPLACED THE ORIGINAL HAND-OPERATED LIFTING DEVICE, LOOKING NORTH. - Washington Water Power Company Post Falls Power Plant, South Channel Dam, West of intersection of Spokane & Fourth Streets, Post Falls, Kootenai County, ID

363

9. 'CRIB DAM IN LAKE FORK RIVER AT HEADING OF ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

9. 'CRIB DAM IN LAKE FORK RIVER AT HEADING OF LAKE FORK CANAL, UINTAH PROJECT. TWO SLUICEWAYS TWENTY FEET WIDE HAVE BEEN LEFT IN THE DAM TO PASS BOULDERS DURING HIGH WATER. THESE SLUICEWAYS ARE CLOSED BY LOGS AND HAY DURING LOW WATER.' Date unknown - Irrigation Canals in the Uinta Basin, Duchesne, Duchesne County, UT

364

1. VIEW NORTHEAST OF DAM AND HEADWORKS (LEFT), FROM SDK ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. VIEW NORTHEAST OF DAM AND HEADWORKS (LEFT), FROM SDK OF WEST CANADA CREEK, WITH REMAINS OF 12 FOOT PIPELINE AND HIGH-LEVEL INTAKE PIPE (EXTREME LEFT) - Trenton Falls Hydroelectric Station, Dam & Headworks, On west bank of West Canada Creek, along Trenton Falls Road, 2 miles north of New York Route 28, Trenton Falls, Oneida County, NY

365

89. AVALON DAM Photographic copy of construction drawing dated ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

89. AVALON DAM - Photographic copy of construction drawing dated February 15, 1912 (from Record Group 115, Box 17, Denver Branch of the National Archives, Denver) GUIDES, GIRDERS AND DUST GUARDS FOR 21 FT. DIA. GATES - Carlsbad Irrigation District, Avalon Dam, On Pecos River, 4 miles North of Carlsbad, Carlsbad, Eddy County, NM

366

12. SHOSHONE INTAKE DAM, VIEW TO THE NORTHWEST. WALKWAY ABOVE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

12. SHOSHONE INTAKE DAM, VIEW TO THE NORTHWEST. WALKWAY ABOVE DAM ON THE LEFT; GATE HOUSE TO DIVERSION TUNNEL BELOW EAST BRIDGE SPAN; HOIST HOUSE ABOVE CENTER; TRANSFORMER AND SWITCH RACK ON THE RIGHT EDGE OF PHOTO. - Shoshone Hydroelectric Plant Complex, 60111 U.S. Highway 6, Glenwood Springs, Garfield County, CO

367

76. AVALON DAM Photographic copy of historic photo, 1939 ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

76. AVALON DAM - Photographic copy of historic photo, 1939 (original print in '1939 Annual Report of the Carlsbad Project,' located at the Carlsbad Irrigation District offices, Carlsbad, New Mexico) photographer unknown VIEW OF CCC WORKERS COMPLETING CONSTRUCTION OF SUSPENSION BRIDGE - Carlsbad Irrigation District, Avalon Dam, On Pecos River, 4 miles North of Carlsbad, Carlsbad, Eddy County, NM

368

3. LOOKING NORTHEAST ACROSS DAM TO GATE CONTROLS, CABLE CAR ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. LOOKING NORTHEAST ACROSS DAM TO GATE CONTROLS, CABLE CAR ANCHORING, AND, AT RIGHT, HEAD WORKS AT PORTAL OF TUNNEL ZERO FOR DIVERSION OF WATER TO BEAR CREEK/SANTA ANA RIVER CONFLUENCE POOL. - Santa Ana River Hydroelectric System, Santa Ana River Diversion Dam, Redlands, San Bernardino County, CA

369

95. AVALON DAM Photographic copy of construction drawing dated ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

95. AVALON DAM - Photographic copy of construction drawing dated January 19, 1911 1912? (from Record Group 115, Box 17, Denver Branch of the National Archives, Denver) BALANCING DEVICE FOR 21 FT. DIA. CYLINDER GATE - Carlsbad Irrigation District, Avalon Dam, On Pecos River, 4 miles North of Carlsbad, Carlsbad, Eddy County, NM

370

4. William Beardsley standing atop diversion dam. East cableway tower ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

4. William Beardsley standing atop diversion dam. East cableway tower and construction camp, Camp Dyer are visible in the foreground. Photographer James Dix Schuyler, 1903 Source: Schuyler report. - Waddell Dam, On Agua Fria River, 35 miles northwest of Phoenix, Phoenix, Maricopa County, AZ

371

Discrete numerical modelling of rockfill dams  

NASA Astrophysics Data System (ADS)

The aim of this study is to obtain quantitative information on the behaviour of rockfill used in embankment dams, and particularly on the influence of block breakage on the displacement field, from a numerical analysis using the Distinct element method. A methodology is set up to define the resistance of the 2D particles so that the same probability of breaking blocks may be reproduced as in a 3D material. The model uses the discrete element code PFC2D (Itasca Consulting Group Inc., PFC2D (Particle Flow Code in Two Dimensions), Version 3.0, 2002) and considers breakable clusters of 2D balls. The different parameters are determined from experimental data obtained from laboratory tests performed on rock blocks. The model is validated by comparing the results of the simulation of shearing tests with actual triaxial tests on rockfill material published in the literature. The numerical analysis of block crushing in an actual dam is proposed in the last part of this paper.

Deluzarche, R.; Cambou, B.

2006-09-01

372

The Three Gorges Dam Affects Regional Precipitation  

NASA Technical Reports Server (NTRS)

Issues regarding building large-scale dams as a solution to power generation and flood control problems have been widely discussed by both natural and social scientists from various disciplines, as well as the policy-makers and public. Since the Chinese government officially approved the Three Gorges Dam (TGD) projects, this largest hydroelectric project in the world has drawn a lot of debates ranging from its social and economic to climatic impacts. The TGD has been partially in use since June 2003. The impact of the TGD is examined through analysis of the National Aeronautics and Space Administration (NASA) Tropical Rainfall Measuring Mission (TRMM) rainfall rate and Moderate Resolution Imaging Spectroradiometer (MODIS) land surface temperature and high-resolution simulation using the Pennsylvania State University-National Center for Atmospheric Research (PSU-NCAR) fifth-generation Mesoscale Model (MM5). The independent satellite data sets and numerical simulation clearly indicate that the land use change associated with the TGD construction has increased the precipitation in the region between Daba and Qinling mountains and reduced the precipitation in the vicinity of the TGD after the TGD water level abruptly rose from 66 to 135 m in June 2003. This study suggests that the climatic effect of the TGD is on the regional scale (approx.100 km) rather than on the local scale (approx.10 km) as projected in previous studies.

Wu, Liguang; Zhang, Qiang; Jiang, Zhihong

2006-01-01

373

Performance of San Fernando dams during 1994 Northridge earthquake  

SciTech Connect

The 1994 Northridge and 1971 San Fernando Earthquakes subjected the Lower and Upper San Fernando Dams of the Van Norman Complex in the San Fernando Valley, Calif., to strong near-source ground motions. In 1994, these earth dams, which were out of service and retained only a few meters of water, extensively cracked and settled due to the liquefaction of their hydraulic fill. The Lower San Fernando Dam moved over 15 cm upstream as the hydraulic fill liquefied beneath its upstream slope. The Upper San Fernando Dam moved even more and deformed in a complicated three-dimensional pattern. The responses of the Lower and Upper San Fernando Dams during the 1994 Northridge Earthquake, although less significant than in 1971, provide the geotechnical engineering community with two useful case histories.

Bardet, J.P. [Univ. of Southern California, Los Angeles, CA (United States). Civil Engineering Dept.] [Univ. of Southern California, Los Angeles, CA (United States). Civil Engineering Dept.; Davis, C.A. [Los Angeles Dept. of Water and Power, CA (United States)] [Los Angeles Dept. of Water and Power, CA (United States)

1996-07-01

374

Channel evolution on the dammed Elwha River, Washington, USA  

USGS Publications Warehouse

Like many rivers in the western U.S., the Elwha River, Washington, has changed substantially over the past century in response to natural and human forcing. The lower river is affected by two upstream dams that are slated for removal as part of a major river restoration effort. In preparation for studying the effects of dam removal, we present a comprehensive field and aerial photographic analysis of dam influence on an anabranching, gravel-bed river. Over the past century with the dams in place, loss of the upstream sediment supply has caused spatial variations in the sedimentary and geomorphic character of the lower Elwha River channel. Bed sediment is armored and better sorted than on the naturally evolving bed upstream of the dams. On time scales of flood seasons, the channel immediately below the lower dam is fairly stable, but progresses toward greater mobility downstream such that the lowermost portion of the river responded to a recent 40-year flood with bank erosion and bed-elevation changes on a scale approaching that of the natural channel above the dams. In general, channel mobility in the lowest 4 km of the Elwha River has not decreased substantially with time. Enough fine sediment remains in the floodplain that – given sufficient flood forcing – the channel position, sinuosity, and braiding index change substantially. The processes by which this river accesses new fine sediment below the dams (rapid migration into noncohesive banks and avulsion of new channels) allow it to compensate for loss of upstream sediment supply more readily than would a dammed river with cohesive banks or a more limited supply of alluvium. The planned dam removal will provide a valuable opportunity to evaluate channel response to the future restoration of natural upstream sediment supply.

Draut, A.E.; Logan, J.B.; Mastin, M.C.

2011-01-01

375

A Vulnerability Assessment Approach for Dams of Mississippi  

NASA Astrophysics Data System (ADS)

As part of a state-wide effort to characterize the vulnerability of Mississippi's dams, we are developing a new set of vulnerability assessment tools. Our vulnerability assessment methods will consider earlier attempts to develop risk indexing methods for dams, but will be designed to be applied to Mississippi's entire database of over 3,700 dams. Unlike earlier efforts to dams, which emphasized hazards posed by the dams, our methods will be designed to consider intrinsic and extrinsic vulnerability, and consider consequences as well. Intrinsic sources of vulnerability consider such factors as the potential for unstable slopes, piping, and spillway inadequacy. Extrinsic sources of vulnerability will include features such as the potential for intentional or unintentional human acts. Other factors that will be included will be the potential for neglect of maintenance of the dam and susceptibility to interference from wildlife. Consequences will be assessed by considering the downstream population and economic resources that may be at risk due to an uncontrolled release of the reservoir. The analysis of these vulnerabilities and consequences is being calculated using a GIS-based database of all of Mississippi's dams along with population distribution, terrain, and economic resources across the state. Conventional methods of analysis of a dam breach or other uncontrolled release will still be necessary, but the extent to which downstream features and population are affected can be more readily identified. This approach facilitates assessment and decision making on a large dam inventory to permit resources within the state to be directed efficiently to dams that merit attention.

Kuszmaul, J. S.; Gunter, B.; McGregor, G.; Holt, R. M.; Pickens, J.; Holtz, T.; Jones, T.; Phillips, P.

2007-12-01

376

Survey of feline leukemia virus and feline coronaviruses in captive neotropical wild felids from Southern Brazil.  

PubMed

A total of 57 captive neotropical felids (one Leopardus geoffroyi, 14 Leopardus pardalis, 17 Leopardus wiedii, 22 Leopardus tigrinus, and three Puma yagouaroundi) from the Itaipu Binacional Wildlife Research Center (Refúgio Bela Vista, Southern Brazil) were anesthetized for blood collection. Feces samples were available for 44 animals, including one L. geoffroyi, eight L. pardalis, 14 L. wiedii, 20 L. tigrinus, and one P. yagouaroundi. Total DNA and RNA were extracted from blood and feces, respectively, using commercial kits. Blood DNA samples were evaluated by polymerase chain reaction (PCR) for feline leukemia virus (FeLV) proviral DNA, whereas reverse transcriptase-PCR was run on fecal samples for detection of coronavirus RNA. None of the samples were positive for coronaviruses. A male L. pardalis and a female L. tigrinus were positive for FeLV proviral DNA, and identities of PCR products were confirmed by sequencing. This is the first evidence of FeLV proviral DNA in these species in Southern Brazil. PMID:19569487

Guimaraes, Ana M S; Brandão, Paulo E; de Moraes, Wanderlei; Cubas, Zalmir S; Santos, Leonilda C; Villarreal, Laura Y B; Robes, Rogério R; Coelho, Fabiana M; Resende, Mauricio; Santos, Renata C F; Oliveira, Rosangela C; Yamaguti, Mauricio; Marques, Lucas M; Neto, Renata L; Buzinhani, Melissa; Marques, Regina; Messick, Joanne B; Biondo, Alexander W; Timenetsky, Jorge

2009-06-01

377

The River Dammed: The Proposed Removal of the Lower Snake River Dams  

NSDL National Science Digital Library

This site contains a dilemma case in which a congresswoman must cast her vote on the removal of the lower Snake River dams. Students assume the roles of stakeholders in this decision who represent government agencies, small businesses, large industries, farmers, local tribes, environmentalists, and sports fishermen. Some of the stakeholders are members of the congresswoman's family. This activity will help students understand the effect of dams on physical stream processes, demonstrate how physical alterations of streams lead to long-term effects on habitat both upstream and downstream from the alteration, illustrate how human systems become dependent on large environment-altering structures and, help students become aware of how enmeshed various government agencies are in this and other water issues. Students will also become aware that the point-of-view of each stakeholder often determines how facts are interpreted and presented to defend or oppose a proposed action.

Alan Price

378

Interplanetary scintillation and Jovian DAM emission  

NASA Astrophysics Data System (ADS)

The influence of interplanetary scintillations (IPS) on Jovian decametric (DAM) emission (10-40 MHz) is studied on broad-band dynamic spectra, for the whole range of solar elongations. L-bursts are confirmed to be the result of IPS, and it is shown that they are broad-band bursts. This implies that IPS are correlated on the whole frequency range of observation. It is concluded from observations at conjunction that the intrinsic time scale of Jovian emission is either some milliseconds (S-bursts) or some minutes (arcs). On the other hand, when the elongation is about 130 deg east, a clear decrease in scintillation appears, which has already been observed by Erskine (1976). It is shown that this is a permanent feature of IPS. It could be interpreted as an effect of the interplanetary magnetic field in IPS.

Genova, F.; Leblanc, Y.

1981-05-01

379

Responses of riparian reptile communities to damming and urbanization  

USGS Publications Warehouse

Various anthropogenic pressures, including habitat loss, threaten reptile populations worldwide. Riparian zones are critical habitat for many reptile species, but these habitats are also frequently modified by anthropogenic activities. Our study investigated the effects of two riparian habitat modifications-damming and urbanization-on overall and species-specific reptile occupancy patterns. We used time-constrained search techniques to compile encounter histories for 28 reptile species at 21 different sites along the Broad and Pacolet Rivers of South Carolina. Using a hierarchical Bayesian analysis, we modeled reptile occupancy responses to a site's distance upstream from dam, distance downstream from dam, and percent urban land use. The mean occupancy response by the reptile community indicated that reptile occupancy and species richness were maximized when sites were farther upstream from dams. Species-specific occupancy estimates showed a similar trend of lower occupancy immediately upstream from dams. Although the mean occupancy response of the reptile community was positively related to distance downstream from dams, the occupancy response to distance downstream varied among species. Percent urban land use had little effect on the occupancy response of the reptile community or individual species. Our results indicate that the conditions of impoundments and subsequent degradation of the riparian zones upstream from dams may not provide suitable habitat for a number of reptile species.

Hunt, Stephanie D.; Guzy, Jacquelyn C.; Price, Steven J.; Halstead, Brian J.; Eskew, Evan A.; Dorcas, Michael E.

2013-01-01

380

Documented historical landslide dams from around the world  

USGS Publications Warehouse

This data compilation consists of dBase IV1 data files of the location, date, triggering mechanism, kind, size, failure time and mechanism, breach dimensions, subsequent controls, materials, and references for 463 historical landslide dams and associated natural reservoirs that have been recorded throughout the World. The data base presented in this report is a compilation of information on the characteristics of 463 landslide dams from around the World. It forms a basis on which to assess potential threats from existing landslide dams, or newly-formed landslide dams. The data base includes only landslide dams that have formed in historical times - that is, those formed during times when humans were able to record their occurrence, and the information transferred through various means of written and/or oral documentation. There have been far more prehistoric landslide dams about which relatively little is known. None of these is included in this data base. The focus on historical landslide dams allows insights into this natural process that will aid in understanding their role as a significant geologic process in recent Earth history.

Costa, John E.; Schuster, Robert L.

1991-01-01

381

Initial Fluvial Response to the Removal of Oregon's Marmot Dam  

NASA Astrophysics Data System (ADS)

A temporary, 14-meter-high earthen cofferdam standing in place of Marmot Dam was breached on 19 October 2007, allowing the 80-kilometer-long Sandy River to flow freely from Mount Hood, Oreg., to the Columbia River for the first time in nearly 100 years. Marmot Dam is one of the largest dams in the western United States (in terms of height and volume of stored sediment) to have been removed in the past 40 years, and its removal exposed approximately 730,000 cubic meters of stored sand and gravel to erosion and transport by the newly energetic mountain river. At the time, its breach represented the greatest release of sediment from any U.S. dam removal. (The March 2008 breaching of Montana's Milltown Dam exposed about 5-10 times as much sediment to potential erosion.) Ongoing, intensive monitoring of erosion, transport, and deposition of that sediment is providing the first detailed data from such a voluminous dam-removal sediment release, which will provide a basis for evaluating physical and numerical modeling of the effects of future dam removals from mountain rivers.

Major, Jon J.; O'Connor, Jim E.; Grant, Gordon E.; Spicer, Kurt R.; Bragg, Heather M.; Rhode, Abagail; Tanner, Dwight Q.; Anderson, Chauncey W.; Wallick, J. Rose

2008-07-01

382

First-year dam removal activities in the Elwha River - dam removal, sediment dispersal, and fish relocations  

NASA Astrophysics Data System (ADS)

After years of anticipation, volumes of Environmental Impact Statements, unprecedented mitigation projects, and the multifaceted collection of pre-dam removal data, the deconstruction phase of the Elwha River restoration project officially began on September 17th, 2011. With their simultaneous decommissioning, the removal of the 64 m tall Glines Canyon Dam and 33 m tall Elwha Dam represents one of the largest such projects of its kind in North America. The nearly 19 million m3 of sediment residing in the dammed reservoirs is being eroded by the river in one of the largest controlled releases of sediment into a river and marine waters in recorded history. The release of sediment and the halting of deconstruction and reservoir draw down activities during "fish windows" are largely determining a deconstruction schedule expected to last about 2 years. High suspended sediment concentrations, modeled to exceed 10,000 mg/L during the highest flows and to exceed 500 mg/L for 39% of the time in year 4 of the project (15% is the recorded background level entering the upper reservoir), could last for up to 3-5 years following dam removal depending on hydrological conditions. Anadromous fish, including three federally listed species (Puget Sound Chinook salmon, steelhead, and bull trout), reside in the river downstream of the Elwha dam for part of their life cycle. All five species of Pacific salmon and steelhead, either locally extirpated (sockeye) or persisting below the impassable Elwha Dam in degraded spawning and rearing habitat, are expected to recolonize the watershed to degrees that will vary spatially and temporally due to life history characteristics and levels of human intervention. During the first year of dam removal, adult coho salmon and steelhead were relocated from areas of high turbidity downstream of the Elwha Dam site to two tributaries upstream, where some of them successfully spawned. Additionally, steelhead were observed to naturally migrate past the Elwha Dam site and into the tributaries containing the transplanted fish. When passage above the Glines Canyon Dam is restored in 2013, salmon will have access to over 65 river kilometers of mainstem spawning and rearing habitat, at least as much floodplain channel habitat, and numerous tributaries; most of this habitat occurs in the wilderness of Olympic National Park. This presentation will provide an update of dam removal progress, highlight some pre-dam removal studies and ongoing monitoring, and detail recent fish relocation efforts.

Duda, J. J.; McMillan, J. R.; Moses, R.; McHenry, M.; Pess, G. R.; Brenkman, S.; Peters, R.; Zimmerman, M.; Warrick, J. A.; Curran, C. A.; Magirl, C. S.; Beirne, M.; Rubin, S.

2012-12-01

383

Quantifying and Generalizing Hydrologic Responses to Dam Regulation using a Statistical Modeling Approach  

SciTech Connect

Despite the ubiquitous existence of dams within riverscapes, much of our knowledge about dams and their environmental effects remains context-specific. Hydrology, more than any other environmental variable, has been studied in great detail with regard to dam regulation. While much progress has been made in generalizing the hydrologic effects of regulation by large dams, many aspects of hydrology show site-specific fidelity to dam operations, small dams (including diversions), and regional hydrologic regimes. A statistical modeling framework is presented to quantify and generalize hydrologic responses to varying degrees of dam regulation. Specifically, the objectives were to 1) compare the effects of local versus cumulative dam regulation, 2) determine the importance of different regional hydrologic regimes in influencing hydrologic responses to dams, and 3) evaluate how different regulation contexts lead to error in predicting hydrologic responses to dams. Overall, model performance was poor in quantifying the magnitude of hydrologic responses, but performance was sufficient in classifying hydrologic responses as negative or positive. Responses of some hydrologic indices to dam regulation were highly dependent upon hydrologic class membership and the purpose of the dam. The opposing coefficients between local and cumulative-dam predictors suggested that hydrologic responses to cumulative dam regulation are complex, and predicting the hydrology downstream of individual dams, as opposed to multiple dams, may be more easy accomplished using statistical approaches. Results also suggested that particular contexts, including multipurpose dams, high cumulative regulation by multiple dams, diversions, close proximity to dams, and certain hydrologic classes are all sources of increased error when predicting hydrologic responses to dams. Statistical models, such as the ones presented herein, show promise in their ability to model the effects of dam regulation effects at large spatial scales as to generalize the directionality of hydrologic responses.

McManamay, Ryan A [ORNL

2014-01-01

384

Risk Perception Analysis Related To Existing Dams In Italy  

NASA Astrophysics Data System (ADS)

In the first part of this work, the progress of Italian National Rules about dams design, construction and operation are presented to highlight the strong connection existing between the promulgation of new decrees, as a consequence of a dam accidents, and the necessity to prevent further loss of lives and goods downstream. Following the Gleno Dam failure (1923), a special Ministerial Committee wrote out the first Regulations and made the proposal to establish, within the High Council of Public Works, a special department that become soon the "Dam Service", with the tasks of control and supervision about construction and operation phases of the dams and their reservoirs. A different definition of tasks and the structure of Dam Service were provided in accordance with law n° 183/1989, which transferred all the technical services to the Office of the Prime Minister; the aim was to join the Dam Office with the Department for National Technical Services, with the objective of increasing the knowledge of the territory and promoting the study on flood propagation downstream in case of operations on bottom outlet or hypothetical dam-break. In fact, population living downstream is not ready to accept any amount of risk because has not a good knowledge of the efforts of experts involved in dam safety, both from the operators and from the safety Authority. So it's important to optimize all the activities usually performed in a dam safety program and improve the emergency planning as a response to people's primary needs and feeling about safety from Civil Protection Authority. In the second part of the work, a definition of risk is provided as the relationship existing between probability of occurrence and loss, setting out the range within to plan for prevention (risk mitigation), thanks to the qualitative assessment of the minimum safety level that is suited to assign funds to plan for Civil Protection (loss mitigation). The basic meaning of the reliability of a zoned earthfill dam is illustrated by defining the risk analysis during its construction and operation. A qualitative "Event Tree Analysis" makes clear with an example the probability of occurrence of the events triggered by an earthquake, and leads to a classification of the damage level. Finally, a System Dynamics (SD) approach is presented to investigate possibilities of a preventive planning in relationship to the risk, so that it's possible to establish shared procedures to achieve the correct management in any crisis phase. As a qualitative result of a SD application, figure 1 presents a flow-chart about a case study on the same dam so to illustrate the emergency planning in a step by step procedure according to the Regulations.

Solimene, Pellegrino

2013-04-01

385

The use of seismic tomograms for the identification of internal problems with earthen dams and levees  

Technology Transfer Automated Retrieval System (TEKTRAN)

According to the National Inventory of dams (NID, 2009), out of the 84,134 dams in the US, more than 87% (73,423) are earthen dams. The majority of these earthen dams are past or approaching their design life expectancy of 50 years. According to the National committee on Levee Safety (NCLS, 2009),...

386

TSSGNEO suggestions for refinement of safety criteria for dam at the Sayano-Shushenskaya HPP  

SciTech Connect

Analysis of radial-displacements of the dam, measured by direct and inverted plumb lines, indicates that curves of the variation in radial displacements of the dam at different elevations make it possible to plot diagrams of increases in the radial displacement over the entire height of the dam, i.e., inclines of the axis of the dam to the vertical.

Savich, A. I.; Gaziev, E. G. [Expert Commission on Assessment of the 'Dam - Bed' System at the Sayano-Shushenskaya HPP (Russian Federation)] [Expert Commission on Assessment of the 'Dam - Bed' System at the Sayano-Shushenskaya HPP (Russian Federation)

2013-09-15

387

Earthen embankment overtopping analysis using the WinDAM B software  

Technology Transfer Automated Retrieval System (TEKTRAN)

Over 11,000 earthen embankment dams nationwide were constructed with Federal involvement during the last seventy years. Many dams were constructed in rural areas and originally classified as low hazard. With increased development near the dams and changing dam safety criteria the hazard classifica...

388

The Effects of the Stronach Dam Removal on Fish in the Pine River, Manistee County, Michigan  

Microsoft Academic Search

Although dam removal has been increasingly used as an option in dam management and as a river restoration tool, there are few studies providing detailed quantitative assessment of the response of fish populations to dam removal. In this study, we document the response of the fish community in the Pine River, Michigan, to the gradual removal of Stronach Dam. Ten

Bryan A. Burroughs; Daniel B. Hayes; Kristi D. Klomp; Jonathan F. Hansen; Jessica Mistak

2010-01-01

389

PREDICTING UNDERSEEPAGE OF MASONRY DAMS Published in Proceedings of 29th  

E-print Network

PREDICTING UNDERSEEPAGE OF MASONRY DAMS Published in Proceedings of 29th ASDSO Conference. In 1934, E.W. Lane published "Security from Under-Seepage: Masonry Dams on Earth Foundations." He collected and analyzed information concerning 247 masonry dams founded on soil. Twenty-one of these dams

390

Evidence for fluoride effects on salmon passage at John Day Dam, Columbia River, 1982-1986  

Microsoft Academic Search

There is evidence that fluoride from an aluminum plant near John Day Dam had a significant negative effect on passage time and survival of adult Pacific salmon Oncorhynchus species at the dam. In 1982, fluoride concentrations of 0.3-0.5 milligrams per liter were recorded at the dam, these concentrations were probably representative of fluoride levels at the dam in earlier years

D. M. Damkaer; D. B. Dey

2009-01-01

391

LEAKAGE THROUGH GEOSYNTHETIC DAM LINING SYSTEMS Christine T. Weber, The University of Texas at Austin  

E-print Network

LEAKAGE THROUGH GEOSYNTHETIC DAM LINING SYSTEMS Christine T. Weber, The University of Texas for a range of conditions representative of dams, including representative hydraulic heads and soil hydraulic liner as a redundant lining system for earth dams. Introduction Embankment dams are susceptible

Zornberg, Jorge G.

392

Explores Dam Removal Located in Southwest Ohio, Buck Creek and its  

E-print Network

OHIO Researcher Explores Dam Removal Located in Southwest Ohio, Buck Creek and its tributary, Beaver Creek, run through a series of low-head dams in Springfield, Ohio. Historically, the four dams of the four dams. This will help restore the natural flow of sediments and fish along the entire river

Bogaerts, Steven

393

Signature of Rhine Valley sturzstrom dam failures in Holocene sediments of Lake Constance, Germany  

E-print Network

Signature of Rhine Valley sturzstrom dam failures in Holocene sediments of Lake Constance, Germany 4 November 2003; received in revised form 12 April 2004; accepted 26 April 2004 Abstract Landslide-dammed that the hyperpycnite deposits are directly related to the failure of two sturzstrom dams and the draining of the dammed

Gilli, Adrian

394

DOWNSTREAM CHANNEL CHANGES AFTER A SMALL DAM REMOVAL: USING AERIAL PHOTOS AND MEASUREMENT ERROR FOR CONTEXT;  

E-print Network

DOWNSTREAM CHANNEL CHANGES AFTER A SMALL DAM REMOVAL: USING AERIAL PHOTOS AND MEASUREMENT ERROR and Ecological Engineering, Oregon State University, Corvallis, OR, USA ABSTRACT Dam removal is often implemented to assess downstream channel changes associated with a small dam removal. The Brownsville Dam, a 2.1 m tall

Tullos, Desiree

395

The horizontal dam break problem for slow non-Newtonian power-law fluids  

E-print Network

The horizontal dam break problem for slow non-Newtonian power-law fluids P. Saramito a C. Smutek bLaboratoire g´eosciences ­ IPGP et universit´e de La R´eunion, France Abstract ­ The dam break problem shallow for the horizontal dam break problem. Keywords ­ viscoplastic fluid; dam break problem; shallow flows. 1

396

Experimental Study on Impact Load on a Dam Due to Debris Flow1  

E-print Network

Experimental Study on Impact Load on a Dam Due to Debris Flow1 lwao Miyoshi2 ABSTRACT When a dam such destruction, it is important to perform basic research about the impact load on a dam due to debris flow. Thus on the dam. The experiment was performed with glass beads of 5mm in diameter as bulk solid, in an open

Standiford, Richard B.

397

Does Small Dam Removal Affect Local Property Values? An Empirical Analysis Bill Provencher  

E-print Network

Does Small Dam Removal Affect Local Property Values? An Empirical Analysis Bill Provencher of small dam removal on property values in south-central Wisconsin. Data on residential property sales were obtained for three categories of sites: those where a dam is intact, those where a dam was recently removed

Provencher, R. William

398

Determination of Optimal Blast Parameters for Construction of Blast-Created Rock-Fill Dams  

Microsoft Academic Search

The building of dams intended for various purposes, including hydraulic engineering, using the caving of the soil rims of canyons by pin-point blasting at the dam site is a promising trend in dam construction in mountainous regions. There is positive domestic and foreign experience with the construction of blast-created dams and cofferdams (the cofferdam for the Nurek hydroelectric power plant,

M. B. Étkin; A. E. Azarkovich

2001-01-01

399

Potential Geomorphic and Ecological Impacts of Marmot Dam Removal, Sandy River, OR  

E-print Network

Potential Geomorphic and Ecological Impacts of Marmot Dam Removal, Sandy River, OR Final Report Marmot Dam is a 13-meter (42 ft) high hydroelectric diversion dam on the Sandy River that is owned and associated facilities. The decommissioning plan calls for the complete removal of Marmot Dam during

400

A temporary, 14-meter-high earthen cof-ferdam standing in place of Marmot Dam  

E-print Network

A temporary, 14-meter-high earthen cof- ferdam standing in place of Marmot Dam was breached on 19., to the Columbia River for the first time in nearly 100 years. Marmot Dam is one of the largest dams in the western,000 cubic meters) of the stored sediment was eroded and transported downstream. Marmot Dam The Sandy River

401

A. Reservoir Effects of Stream Channels DAM IMPACTS ON AND RESTORATION OF AN ALLUVIAL RIVER  

E-print Network

of 35 dams on large rivers in the Western U.S. that rivers with braided patterns tended to narrowA. Reservoir Effects of Stream Channels DAM IMPACTS ON AND RESTORATION OF AN ALLUVIAL RIVER ­ RIO and reservoirs on alluvial rivers extends both upstream and downstream of the dam. Downstream of dams, both

Julien, Pierre Y.

402

Mutations within the Catalytic Motif of DNA Adenine Methyltransferase (Dam) of Aeromonas hydrophila Cause the Virulence of the Dam-Overproducing Strain To Revert to That of the Wild-Type Phenotype  

Microsoft Academic Search

In this study, we demonstrated that the methyltransferase activity associated with Dam was essential for attenuation of Aeromonas hydrophila virulence. We mutated aspartic acid and tyrosine residues to alanine within the conserved DPPY catalytic motif of Dam and transformed the pBAD\\/damD\\/A, pBAD\\/damY\\/A, and pBAD\\/damAhSSU (with the native dam gene) recombinant plasmids into the Escherichia coli GM33 (dam- deficient) strain. Genomic

Tatiana E. Erova; Amin A. Fadl; J. Sha; Bijay K. Khajanchi; Lakshmi L. Pillai; E. V. Kozlova; Ashok K. Chopra

2006-01-01

403

Route-Specific Passage Proportions and Survival Rates for Fish Passing through John Day Dam, The Dalles Dam, and Bonneville Dam in 2010 and 2011  

SciTech Connect

This report fulfills a request of the U.S. Army Engineer District, Portland, Oregon, to produce an interim report of estimates of route-specific fish passage proportions and survival rates for lower Columbia River dams in 2010 and 2011. The estimates are needed to update the Compass Model for the Columbia River Treaty and the new Biological Opinion before detail technical reports are published in late 2012. This report tabulates route-specific fish-passage proportions and survival rates for steelhead and Chinook salmon smolts passing through various sampled routes at John Day Dam, The Dalles Dam, and Bonneville Dam in 2010 and 2011. Results were compiled from analyses of data acquired in spring 2010 and 2011 studies that were specifically designed to estimate dam-passage and forebay-to-tailrace survival rates, travel time metrics, and spill passage efficiency, as stipulated by the 2008 Federal Columbia River Power System Biological Opinion and the Columbia Basin Fish Accords. The study designs allowed for estimation of route-specific fish passage proportions and survival rates as well as estimation of forebay-passage survival, all of which are summarized herein.

Ploskey, Gene R.; Weiland, Mark A.; Carlson, Thomas J.

2012-06-04

404

View looking east showing the dam above Nooksack Falls; to ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

View looking east showing the dam above Nooksack Falls; to the left is the reinforced concrete box culvert carrying water from the headworks to the settling basin. - Nooksack Falls Hydroelectric Plant, Route 542, Glacier, Whatcom County, WA

405

Geological impact of some tailings dams in Sardinia, Italy  

NASA Astrophysics Data System (ADS)

This article deals with the results of a survey carried out in Sardinia on both active and abandoned tailings dams, and we also discuss the geological impact of tailings dams of two mines: the Masua mine, a large syngenetic Pb-Zn deposit located in Cambrian limestones, and the Montevecchio mine, a Pb-Zn vein deposit near a Hercynian granite intrusion. The characteristics and metal content of material in the dams were analyzed. A high contamination of heavy metals (Pb, Zn, Cd, Cu) was found both in the soils and water of Rio Montevecchio, a stream draining the tailings dams and other mining operations in the area. The study indicates that a control plan to minimize heavy metal pollution must be drawn up for all mines of the area, whether active or abandoned.

di Gregorio, Felice; Massoli-Novelli, Raniero

1992-05-01

406

Parallel computation of seismic analysis of high arch dam  

NASA Astrophysics Data System (ADS)

Parallel computation programs are developed for three-dimensional meso-mechanics analysis of fully-graded dam concrete and seismic response analysis of high arch dams (ADs), based on the Parallel Finite Element Program Generator (PFEPG). The computational algorithms of the numerical simulation of the meso-structure of concrete specimens were studied. Taking into account damage evolution, static preload, strain rate effect, and the heterogeneity of the meso-structure of dam concrete, the fracture processes of damage evolution and configuration of the cracks can be directly simulated. In the seismic response analysis of ADs, all the following factors are involved, such as the nonlinear contact due to the opening and slipping of the contraction joints, energy dispersion of the far-field foundation, dynamic interactions of the dam-foundation-reservoir system, and the combining effects of seismic action with all static loads. The correctness, reliability and efficiency of the two parallel computational programs are verified with practical illustrations.

Chen, Houqun; Ma, Huaifa; Tu, Jin; Cheng, Guangqing; Tang, Juzhen

2008-03-01

407

VIEW OF DOWNSTREAM SIDE OF TUMALO DIVERSION DAM AND SPILLWAY, ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

VIEW OF DOWNSTREAM SIDE OF TUMALO DIVERSION DAM AND SPILLWAY, WITH FISH LADDER TO RIGHT OF VIEW. FROM WEST BANK OF TUMALO CREEK. LOOKING SOUTHWEST - Tumalo Irrigation District, Tumalo Project, West of Deschutes River, Tumalo, Deschutes County, OR

408

40. PLEASANT VALLEY RESERVOIR DAM LOOKING NORTHWEST Los Angeles ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

40. PLEASANT VALLEY RESERVOIR DAM LOOKING NORTHWEST - Los Angeles Aqueduct, From Lee Vining Intake (Mammoth Lakes) to Van Norman Reservoir Complex (San Fernando Valley), Los Angeles, Los Angeles County, CA

409

Multichannel Analysis of Surface Waves and Dam Safety  

NASA Astrophysics Data System (ADS)

Geophysical methodologies and particularly the Multichannel Analysis of Surface Waves (MASW) effectively proved their efficiency in the non-destructive testing of the dams, in the last decade, after many successful applications worldwide. The MASW method developed in the outset of this decade considerably improved the prospects and the validity of these geophysical applications. Since MASW and the other geophysical techniques do not require drilling they progressively increased their popularity significantly. The Multichannel Analysis of Surface Waves can be applied for the assessment of both earthen and concrete dams. Nevertheless, mostly cases of earthen dams can be found in the literature. The method can detect and map low shear wave velocity areas potentially associated with low cohesion zones due to differential settlement events in the core or increased seepage. The advantage of MASW is that it is not influenced by the water saturation of the interior of the dam contrary to other methods eg. p-wave tomography. Usually, a joint application of MASW with the p-wave techniques can be an optimal choice since the two methodologies can act complementary. An application of MASW on a three-dimensional structure, such as a dam, however, can actually be considered as a complicated problem since the effects of the lateral structural anomalies can strongly affect the results. For example, in an earthen dam the investigation of the core can be influenced by the presence of the shells. Therefore, the problem should be carefully examined by modeling all these the lateral anomalies with the aim to avoid a misinterpretation of the results. The effectiveness of MASW to the dam safety assessment is presented through two example applications, one at the Mornos Dam, an earthen dam responsible for the water supply of Athens, and a second one at the Marathon Dam which is a concrete dam also used for the water supply of Athens. In the case of Mornos Dam, MASW detected areas affected by the differential settlement of the dam and more specifically by the arching phenomenon in the core. Such phenomena can lead to hydraulic fracture in the core and therefore should be carefully encountered. In particular the method detected, in the central part of the core, a weak zone just below the crest and another one at depth of 45 below crest, at a place where the monitoring instruments of the dam had measured very low effective stresses. This zone follows the shape pattern of the riverbed and at the edges of the crest it is connected with two other thick tensile zones. The example from the application in the concrete dam at Marathon is focused on the interior of the dam. The data acquired there, in the tunnels, were of different character than the ones gathered on usual applications on soil environment mainly due to the high and broad frequency content and the high phase velocity values. The standard data acquisition procedure also required some modification for the triggering and recording. The analysis of the data showed that such an application could provide useful results for the testing of the concrete quality.

Karastathis, V. K.

2012-12-01

410

10. VIEW OF THE SEDIMENT DAM AND POND, FACING SOUTH. ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

10. VIEW OF THE SEDIMENT DAM AND POND, FACING SOUTH. PHOTO TAKEN FROM WATER PUMP (FEATURE B-25). - Nevada Lucky Tiger Mill & Mine, East slope of Buckskin Mountain, Paradise Valley, Humboldt County, NV

411

11. VIEW OF THE ROAD TO SEDIMENT DAM LOOKING FROM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

11. VIEW OF THE ROAD TO SEDIMENT DAM LOOKING FROM EDGE OF TAILINGS. WATER PUMP (FEATURE B-25) IS VISIBLE IN CENTER LEFT OF FRAME. - Nevada Lucky Tiger Mill & Mine, East slope of Buckskin Mountain, Paradise Valley, Humboldt County, NV

412

Student Competition: Siting Potential Dams at Camp Del Webb, Utah  

E-print Network

Siting Potential Dams at Camp Del Webb, Utah Presented By: Kyle Wamser Problem ? Camp Del Webb is Lacking an Onsite Lake ? High Adventure Bases generally need aquatics ? Large lake nearby, but transportation is required ? Possible Solution...

Wamser, William Kyle

2007-11-14

413

View of Diversion Dam and Flume Intake of the Childs ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

View of Diversion Dam and Flume Intake of the Childs System at the Irving Powerhouse. Looking northwest - Childs-Irving Hydroelectric Project, Childs System, Flume Intake & Forebay, Forest Service Road 708/502, Camp Verde, Yavapai County, AZ

414

9. WEST DAM, LOOKING EAST; NOTE FOREBAY AND PUMP HOUSE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

9. WEST DAM, LOOKING EAST; NOTE FOREBAY AND PUMP HOUSE UNDER CONSTRUCTION AT LOWER LEFT, NEW WATER SUPPLY CANAL CUTTING ACROSS LOWER THIRD OF PICTURE SPACE. - Eastside Reservoir, Diamond & Domenigoni Valleys, southwest of Hemet, Hemet, Riverside County, CA

415

7. WEST DAM STRUCTURE, LOOKING NORTHWEST. QUARRIES AT BOTTOM; OUTLET ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

7. WEST DAM STRUCTURE, LOOKING NORTHWEST. QUARRIES AT BOTTOM; OUTLET STRUCTURE UNDER CONSTRUCTION CUTTING INTO HILL AT TOP OF PICTURE. - Eastside Reservoir, Diamond & Domenigoni Valleys, southwest of Hemet, Hemet, Riverside County, CA

416

JiTT - Water Issues and the Aswan High Dam  

NSDL National Science Digital Library

1) What are some of the GOOD changes for the environment and positive impacts on the local people from construction of the Aswan High Dam? 2) What are some of the BAD changes for the environment and negative ...

Guertin, Laura

417

2. UPSTREAM SIDE OF DIVERSION DAM ON THE SNAKE RIVER, ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. UPSTREAM SIDE OF DIVERSION DAM ON THE SNAKE RIVER, LOOKING SOUTH-SOUTHWEST. NOTE BANK REINFORCEMENT ON LEFT AND SPILLWAY ON RIGHT. - Snake River Ditch, Headgate on north bank of Snake River, Dillon, Summit County, CO

418

3. NORTH SIDE OF DIVERSION DAM ON THE SNAKE RIVER ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

3. NORTH SIDE OF DIVERSION DAM ON THE SNAKE RIVER SHOWING HEADGATE ON THE NORTH BANK. VIEW IS TO THE NORTH-NORTHWEST. - Snake River Ditch, Headgate on north bank of Snake River, Dillon, Summit County, CO

419

1. Building a brush dam. Location unknown. Photographer: Unknown, no ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

1. Building a brush dam. Location unknown. Photographer: Unknown, no date. Source: Salt River Project Archives (SRPA) - Tempe Canal, South Side Salt River in Tempe, Mesa & Phoenix, Tempe, Maricopa County, AZ

420

4. View north of Lake Whitney Dam. Wood shed at ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

4. View north of Lake Whitney Dam. Wood shed at center of photograph houses a turbine installed in 1932. Brick structure to the left of the turbine shed is a gate house which houses the main valves controlling flow of lake to water to the filter plant. - Lake Whitney Water Filtration Plant, Lake Whitney Dam, East side of Whitney Avenue near intersection with Armory Street, Hamden, New Haven County, CT

421

DISCHARGE AND DEPTH BEHIND A PARTIALLY BREACHED DAM.  

USGS Publications Warehouse

The role that the velocity-distribution correction factor plays in the determination of the flood discharge and corresponding flow depth behind a partially breached dam is investigated. Assumption of a uniformly progressive flow for an established dam-break flood in a rectangular channel of infinite extent leads to the formulation of a theoretical relation between the depth and velocity of flow expressed in differential form. Integrating this ordinary differential equation, one can express the velocity in terms of the depth.

Chen, Cheng-lung

1987-01-01

422

2. GORGE HIGH DAM. UNUSUALLY HIGH WATER IN GORGE LAKE ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

2. GORGE HIGH DAM. UNUSUALLY HIGH WATER IN GORGE LAKE DUE TO THE COMBINATION OF UNIT 24 BEING DOWN FOR REWINDING AND TWO UNITS COMING ON LINE UNEXPECTEDLY AT ROSS POWERHOUSE LED TO WATER FLOWING OVER THE SPILLGATES. EACH GATE IF 47 FEET WIDE AND 50 FEET HIGH, 1989. - Skagit Power Development, Gorge High Dam, On Skagit River, 2.9 miles upstream from Newhalem, Newhalem, Whatcom County, WA

423

Central Brazil  

NASA Technical Reports Server (NTRS)

This Moderate resolution Imaging Spectroradiometer (MODIS) true-color image was acquired on October 19, 2000, over a region in Brazil large enough to show much of the country's diverse landscape. Spanning some 8.5 million square kilometers (3.2 million square miles), Brazil is by far the largest South American nation--both in terms of land and population. The region known as the Amazon Basin lies to the northwest (upper left) and extends well beyond the northern and western edges of this scene. Typically, from this perspective Amazonia appears as a lush, dark green carpet due to the thick canopy of vegetation growing there. Some of the Amazon Basin is visible in this image, but much is obscured by clouds (bright white pixels), as is the Amazon River. This region is home to countless plant and animal species and some 150,000 native South Americans. The clusters of square and rectangular patterns toward the center of the image (light green or reddish-brown pixels) are where people have cleared away trees and vegetation to make room for development and agriculture. Toward the western side of the scene there is considerable haze and smoke from widespread biomass burning in parts of Brazil and Bolivia, which shares its eastern border with Brazil. Toward the east in this image is the highland, or 'cerrado,' region, which is more sparsely vegetated and has a somewhat drier climate than the Amazon Basin. The capital city, Brasilia, lies within this region just southwest of the Geral de Goias Mountains (orangish pixels running north-south). There are two large water reservoirs visible in this scene--the Sobradinho Reservoir about 800 km (500 miles) northeast of Brasilia, and the Paranaiba about 500 km (300 miles) southwest of Brasilia. MODIS flies aboard NASA's Terra spacecraft. Image courtesy Brian Montgomery, Reto Stockli, and Robert Simmon, based on data from the MODIS Science Team.

2002-01-01

424

33 CFR 100.1102 - Marine Events on the Colorado River, between Davis Dam (Bullhead City, Arizona) and Headgate Dam...  

Code of Federal Regulations, 2011 CFR

...Colorado River at Laughlin, Nevada, from the Pioneer Hotel to the Edgewater Hotel. Laughlin Aquamoto Sports Challenge and Expo ...near Laughlin, Nevada, from Davis Dam to Harrah's Hotel and Casino. Parker Thanksgiving Regatta...

2011-07-01

425

33 CFR 100.1102 - Marine Events on the Colorado River, between Davis Dam (Bullhead City, Arizona) and Headgate Dam...  

Code of Federal Regulations, 2010 CFR

...Colorado River at Laughlin, Nevada, from the Pioneer Hotel to the Edgewater Hotel. Laughlin Aquamoto Sports Challenge and Expo ...near Laughlin, Nevada, from Davis Dam to Harrah's Hotel and Casino. Parker Thanksgiving Regatta...

2010-07-01

426

Tissue Selectivity of Interferon-Stimulated Gene Expression in Mice Infected with Dam+ versus Dam? Salmonella enterica Serovar Typhimurium Strains  

PubMed Central

The host interferon (IFN) system plays an important role in protection against microbial infections. Salmonella enterica serovar Typhimurium is highly virulent in the mouse model, whereas mutants that lack DNA adenine methylase (Dam?) are highly attenuated and elicit fully protective immune responses against murine typhoid fever. We examined the expression of IFN-responsive genes in several mouse tissues following infection with Dam+ or Dam? Salmonella. Infection of mice with Dam+ Salmonella resulted in the induction of host genes known to be indicators of IFN bioactivity and regulated by either IFN-?/? (Mx1) or IFN-? (class II transactivator protein [CIITA] and inducible nitric oxide synthase [iNOS]) or by both IFN-?/? and IFN-? (RNA-specific adenosine deaminase [ADAR1] and RNA-dependent protein kinase [PKR]) in a tissue-specific manner compared to uninfected animals. Since the Mx1 promoter is IFN-?/? specific and the Mx1 gene is not inducible directly by IFN-?, these data suggest a role of IFN-?/? in the host response to Salmonella infection. Mice infected with Dam? Salmonella showed reduced expression of the same set of IFN-stimulated genes (ISGs) as that observed after infection with wild-type Salmonella. The reduced capacity to induce ISGs persisted in Dam?-vaccinated mice after challenge with the virulent (Dam+) strain. Finally, although no Dam? organisms were recovered from the liver or spleen after oral infection of mice, ADAR, PKR, Mx, and CIITA expression levels were elevated in these tissues relative to those in uninfected mice, suggestive of the distant action of a signaling molecule(s) in the activation of ISG expression. PMID:12228285

Shtrichman, Ronit; Heithoff, Douglas M.; Mahan, Michael J.; Samuel, Charles E.

2002-01-01

427

Quantifying and generalizing hydrologic responses to dam regulation using a statistical modeling approach  

NASA Astrophysics Data System (ADS)

Despite the ubiquitous existence of dams within riverscapes, much of our knowledge about dams and their environmental effects remains context-specific. Hydrology, more than any other environmental variable, has been studied in great detail with regard to dam regulation. While much progress has been made in generalizing the hydrologic effects of regulation by large dams, many aspects of hydrology show site-specific fidelity to dam operations, small dams (including diversions), and regional hydrologic regimes. A statistical modeling framework is presented as a predictive tool to quantify and generalize hydrologic responses to varying degrees of dam regulation at large spatial scales. In addition, the approach provides a method to expand sample sizes beyond that of traditional dam-hydrologic-effect analyses. Model performance was relatively poor with models explaining 10-31% of the variation in hydrologic responses. However, models had relatively high accuracies (61-89%) in classifying the direction of hydrologic responses as negative or positive. Responses of many hydrologic indices to dam regulation were highly dependent upon regional hydrology, the purpose of the dam, and the presence of diversion dams. In addition, models revealed opposite effects of dam regulation in systems regulated by individual dams versus many upstream dams, suggesting that the effects of dams may be countered by other dams in basins experiencing intensified cumulative disturbance. Results also suggested that particular contexts, including multipurpose dams, high cumulative regulation, diversions, and regions of unpredictable hydrology are all sources of increased error when predicting hydrologic responses to dams. Statistical models, such as the ones presented herein, show promise in their ability to generalize the directionality of hydrologic responses to dam regulation and provide parameter coefficients to inform future site-specific modeling efforts.

McManamay, Ryan A.

2014-11-01

428

Comparing on site human and video counts at Igarapava fish ladder, south eastern Brazil  

Microsoft Academic Search

On site human observations and video images were collected and compared at the window of the Igarapava Dam fish ladder (IDFL), rio Grande , Southeastern Brazil, between March 1st and June 30th, 2004. We conducted four experiments with two humans (Observer 1 and Observer 2) observing fish passage in the IDFL window while a Sony 3CCD video camera (Observer 3)

Mark D. Bowen; Simone Marques; Luiz G. M. Silva; Volney Vono; Hugo P. Godinho

2006-01-01

429

Riparian vegetation affected by bank erosion in the Lower São Francisco River, Northeastern Brazil  

Microsoft Academic Search

Changes in the hydrological regime of the Lower São Francisco River, located in Northeastern Brazil have brought negative environmental impacts, jeopardizing the flora and fauna of a global biodiversity hotspot, due to implementation of hydroelectric power dams and surface water withdrawal for irrigation in public and private perimeters. Remnants of the riparian stratum associated to the riverbank destabilization in six

Francisco Sandro Rodrigues Holanda; Laura Galvão da Cunha Santos; Cícero Marques dos Santos; Ana Patrícia Barreto Casado; Alceu Pedrotti; Genésio Tâmara Ribeiro

2005-01-01

430

Temporary Restoration of Bull Trout Passage at Albeni Falls Dam  

SciTech Connect

This study was designed to monitor movements of bull trout that were provided passage above Albeni Falls Dam, Pend Oreille River. Electrofishing and angling were used to collect bull trout below the dam. Tissue samples were collected from each bull trout and sent to the U. S. Fish and Wildlife Service Abernathy Fish Technology Center Conservation Genetics Lab, Washington. The DNA extracted from tissue samples were compared to a catalog of bull trout population DNA from the Priest River drainage, Lake Pend Oreille tributaries, and the Clark Fork drainage to determine the most probable tributary of origin. A combined acoustic radio or radio tag was implanted in each fish prior to being transported and released above the dam. Bull trout relocated above the dam were able to volitionally migrate into their natal tributary, drop back downstream, or migrate upstream to the next dam. A combination of stationary radio receiving stations and tracking via aircraft, boat, and vehicle were used to monitor the movement of tagged fish to determine if the spawning tributary it selected matched the tributary assigned from the genetic analysis. Seven bull trout were captured during electrofishing surveys in 2008. Of these seven, four were tagged and relocated above the dam. Two were tagged and left below the dam as part of a study monitoring movements below the dam. One was immature and too small at the time of capture to implant a tracking tag. All four fish released above the dam passed by stationary receivers stations leading into Lake Pend Oreille and no fish dropped back below the dam. One of the radio tags was recovered in the tributary corresponding with the results of the genetic test. Another fish was located in the vicinity of its assigned tributary, which was impassable due to low water discharge at its mouth. Two fish have not been located since entering the lake. Of these fish, one was immature and not expected to enter its natal tributary in the fall of 2008. The other fish was large enough to be mature, but at the time of capture its sex was unable to be determined, indicating it may not have been mature at the time of capture. These fish are expected to enter their natal tributaries in early summer or fall of 2009.

Paluch, Mark; Scholz, Allan; McLellan, Holly [Eastern Washington University Department of Biology; Olson, Jason [Kalispel Tribe of Indians Natural Resources Department

2009-07-13

431

The Influence of Dam Removal on Upland Soils  

NASA Astrophysics Data System (ADS)

Driven largely by anadromous fish passage issues, several dams have been removed in the Pacific Northwest and several more are slated to be removed there and in other regions of North America. While much effort has gone into modeling and monitoring the geomorphic and ecologic response of stream channels to dam removal, little research has investigated changes in upland soils following inundation resulting from dam construction, and none had evaluated how these upland soils would respond to dewatering following dam removal. The removal of a relatively large dam - Marmot Dam on the Sandy River in Northwest Oregon, presented an opportunity to evaluate the effect of dewatering on what were formerly upland rather than floodplain soils. We compared the dewatered soils to downstream upland soils that had not been inundated and modified a "ripening" index, which had been developed to characterize dewatered estuary soils in Dutch polders, in order to evaluate the physical and chemical changes taking place in these soils. Two years following dam removal, the previously inundated soils have higher organic matter percentage, cation exchange capacity, and nitrogen levels than downstream soils that were not inundated; yet, this new riparian area is largely devoid of vegetation while the downstream soils maintain a thick (10 cm) O horizon. The carbon to nitrogen ratios (C:N) of upstream surface horizons are low (13:1) and increase markedly with soil depth (54:1); the C:N ratios of downstream soils are typical of other forested soils in this region (28:1 at the surface and 26:1 at depth). Prior to dam removal, it is likely that all upstream, inundated soils had high C:N ratios due to the persistent anaerobic conditions under the reservoir. Following dam removal, soil microbes needing to supplement their nitrogen consumption with soluble nitrogen likely out-competed higher plants for plant available nitrogen. The C:N ratio should have dropped to an equilibrium; this was not achieved at this location likely due to the coarse texture and corresponding low ripening value of the dewatered soils. Hence, native plants have not re-established in the new riparian area. The current resulting high levels of nitrogen in the upstream dewatered soil is anomalous for this region and could lead to colonization by non-native species in this and other newly dewatered ecosystems. Additionally, the lower sections of the dewatered upland soils are still saturated even though they stand perched several meters above the current floodplain; this evidence of reservoir "underflooding" will continue to affect soil development for an unknown amount of time and should be considered for any large dam removal project.

Lafrenz, M. D.; Bean, R. A.; Uthman, D.

2011-12-01

432

Changes in the flood regime of São Francisco River (Brazil) from 1940 to 2006  

Microsoft Academic Search

Flow regulation causes various environmental impacts in the downstream reaches of impounded rivers. The São Francisco River\\u000a (SF) basin is Brazil’s third most important watershed. Several dams have been built in its course in the last four decades,\\u000a mostly for flow regulation and hydropower generation. This paper presents an evaluation of historical changes in the flood\\u000a regime. Three regions of

Hersília de Andrade e Santos; Paulo dos Santos Pompeu; Danilo Okuma Lessa Kenji

433

Engineering geology of dam sites in parts of the Niger River Basin  

NASA Astrophysics Data System (ADS)

The Niger River Basin in Nigeria holds a national record for the largest dams builts, or being built to date. The dams have been designed for power supply, irrigation, flood control and water supply purposes. A study of the engineering geology of the dam sites should provide an insight into the geological requirements for dam building in the basin and elsewhere. A comprehensive analysis of results of geophysical and engineering geological studies on dam sites in the basin have been carried out. A further engineering geological investigation of dams proposed and those under construction has also been made. The important characteristics of the dam sites have been correlated. The investigations reveal the existence of close similarities between the engineering geology of several dam sites in the basin. The results of the investigations will serve as a useful basis for the planning and development of future dams in the basin and other parts of Africa.

Malomo, S.; Olawole, J. F.

434

Evidence of regression of fibropapillomas in juvenile green turtles Chelonia mydas caught in Niterói, southeast Brazil.  

PubMed

Fibropapillomatosis is a disease characterized by cutaneous tumors affecting all marine turtle species, but mostly Chelonia mydas. The disease was first reported in 1938, and since then, the number of sightings has been increasing over the years. This disease can cause many complications in the affected animal and can lead to death, and is thus included in the many threats to marine turtle populations. It is still not known for certain what causes this disease, although many studies indicate a herpesvirus as the main etiologic agent. The incidence of fibropapillomatosis is rarely reported in adults, leading to speculations that there may be a cure for the disease or that the animals die before reaching adulthood. In this paper, 2 cases of fibropapillomatosis regression are reported from juvenile C. mydas caught between July 2008 and July 2010 in the coastal zone of Itaipu, Niterói, Rio de Janeiro, Brazil. These individuals were identified photographically upon recapture. One individual had a total regression (disappearance) of external papilloma within 164 d between first capture and recapture, and the other individual had a partial regression (decrease in size) observed within 13 to 188 d of recapture. The mechanism that triggers the regression is still unknown but is likely to be an immune system response or removal of the tumor promoter. There are few reported cases of regression in the world, and constant monitoring through mark-recapture is necessary to assess whether the marine turtles affected by this disease have real chances of survival. PMID:23446974

Machado Guimarães, Suzana; Mas Gitirana, Humberto; Vidal Wanderley, Amanda; Monteiro-Neto, Cassiano; Lobo-Hajdu, Gisele

2013-02-28

435

Beaver Dam Effects on Gravel Transport Patterns - a Case Study  

NASA Astrophysics Data System (ADS)

Beaver dams are numerous in mountain streams, but little is known about gravel transport in those streams. The dams may be fully functioning and retain all incoming sediment or partially permeable to sediment or be almost completely removed. Beaver dams in their various states of preservation can have a profound influence on stream morphology and bedload transport. During the spring of 2011, the authors made a time series study of bedload transport in a mountain stream dominated by beavers dams. Dams occurred with a frequency of one every 50 feet and showed a range of decay and fluvial influence. Gravel transport was sampled with bedload traps over a 2-month long snowmelt highflow season. The reach-average gradient was 0.03 and stream widths ranged from 3 to 8 m. The stream bed was incised 0.5 to 1.5 m deep into a floodplain and typically trapezoidal in its cross-sectional shape. Much of the floodplain consisted of filled-in beaver dams. Partially breached dams that were permeable to gravel transport acted as an obstacle, forcing the flow around sharp bends. Complex hydraulic conditions developed in the vicinity of the bends with backwater eddies upstream and downstream of the remnant dam. Wake eddies at the downstream side of dam remnants caused gravel deposits. The tortuous channel course around the bends caused strong secondary currents that forced gravel transport into a narrow pathway along one of the banks causing a strong lateral concentration of transport. The pathway had a bed of fine and medium gravel, while the remainder of the bed consisted mostly of coarse gravel and cobbles that became immobile shortly after peak flows. Tracer experiments indicated that most of the mobile gravel traveled along that bankward path, even though flow velocities and depths were considerably smaller than in the stream center. Over the highflow season, flows increased to about 160% of the 1.5 year recurrence interval (Q1.5) within about a week and then remained within the range of 120-150% Q1.55 for several weeks. During this time, gravel transport rates declined by three orders of magnitude, causing a pronounced hysteresis over the spring runoff season. The reason for the large hysteresis is attributed to the retention of gravel behind a mainly intact and impermeable beaver dam 700 ft above the study transect and subsequent limitation of bedload supply. Implications - gravel transport that is dominated by secondary flows around remnants of breached dams as well as by supply limitation below unbreached dams exhibits laterally concentrated gravel pathways and strong hysteresis effects, both of which make transport poorly predictable by conventional transport equations. Similarly, field measurements are problematic. Absent a season-long time series and full cross sectional measurements, results from occasional sampling within the highflow season probably cannot describe the relationship between flow and gravel transport rates. Given the large number of beaver-dominated streams, more studies on gravel transport and how it is affected by beaver dams would be useful.

Bunte, K.; Swingle, K. W.; Potyondy, J. P.; Abt, S. R.

2011-12-01

436

Dam Dynamics in the Colonial Northeast and Chesapeake: Hydrologic Implications  

NASA Astrophysics Data System (ADS)

Recent work has highlighted the widespread presence of low-head dams for power generation during the 19th century. However, this work largely depends on census numbers tabulated in the mid-1800s, over 200 years after European activity began in North America. In order to compare the hydrologic implications of colonial era low-head dam construction with the impacts of other simultaneous processes (e.g., expatriation of the beaver or forest clearance), we have compiled historical data on mills to reconstruct the temporal and spatial dynamics of low-head dam construction in the colonial northeastern United States (i.e., Virginia to Maine). This reconstruction, combined with the results of related work on beaver pond dynamics and deforestation, provides several insights into the distribution and impacts of human impoundments during this period. While the resulting hydrologic changes are large, the addition of human dams to the system seems to be minimally offset and less important than changes arising from the expatriation of the beaver or the removal of trees during this early period. In addition, the spatial patterns of dam construction are complex, making prediction of hydrologic and associated responses more difficult to predict.

Bain, D. J.; Salant, N. L.; Brandt, S. L.

2008-12-01

437

76 FR 47237 - Notice of Public Meeting for the Glen Canyon Dam Adaptive Management Work Group Federal Advisory...  

Federal Register 2010, 2011, 2012, 2013, 2014

...Notice of Public Meeting for the Glen Canyon Dam Adaptive Management Work Group Federal Advisory...SUMMARY: The Glen Canyon Dam Adaptive Management Work Group (AMWG...Secretary of the Interior concerning Glen Canyon Dam operations and other management...

2011-08-04

438

33 CFR 100.1102 - Annual marine events on the Colorado River, between Davis Dam (Bullhead City, Arizona) and...  

Code of Federal Regulations, 2013 CFR

...marine events on the Colorado River, between Davis Dam (Bullhead City, Arizona) and Headgate Dam (Parker, Arizona) within the San Diego Captain...marine events on the Colorado River, between Davis Dam (Bullhead City, Arizona) and Headgate...

2013-07-01

439

Campus Construction Situation Report #4 February 29th, 2012 Hechenbleikner Lake Dam --Dewatering maintenance continues. Major construction activity will  

E-print Network

Campus Construction Situation Report #4 ­ February 29th, 2012 Hechenbleikner Lake Dam -- Dewatering Report #3 ­ February 24, 2012 Hechenbleikner Lake Dam -- Dewatering maintenance continues. Major . Campus Construction Situation Report #2 ­ February 16, 2012 Hechenbleikner Lake Dam -- Dewatering

Chen, Keh-Hsun

440

DNA Adenine Methylase Mutants of Salmonella Typhimurium and a Novel Dam-Regulated Locus  

PubMed Central

Mutants of Salmonella typhimurium lacking DNA adenine methylase were isolated; they include insertion and deletion alleles. The dam locus maps at 75 min between cysG and aroB, similar to the Escherichia coli dam gene. Dam(-) mutants of S. typhimurium resemble those of E. coli in the following phenotypes: (1) increased spontaneous mutations, (2) moderate SOS induction, (3) enhancement of duplication segregation, (4) inviability of dam recA and dam recB mutants, and (5) suppression of the inviability of the dam recA and dam recB combinations by mutations that eliminate mismatch repair. However, differences between S. typhimurium and E. coli dam mutants are also found: (1) S. typhimurium dam mutants do not show increased UV sensitivity, suggesting that methyl-directed mismatch repair does not participate in the repair of UV-induced DNA damage in Salmonella. (2) S. typhimurium dam recJ mutants are viable, suggesting that the Salmonella RecJ function does not participate in the repair of DNA strand breaks formed in the absence of Dam methylation. We also describe a genetic screen for detecting novel genes regulated by Dam methylation and a locus repressed by Dam methylation in the S. typhimurium virulence (or ``cryptic'') plasmid. PMID:8878670

Torreblanca, J.; Casadesus, J.

1996-01-01

441

Feasibility report on the potential hydroelectric development at Combie Dam  

NASA Astrophysics Data System (ADS)

The power plant would utilize flows which presently pass over the dam's spillway. The project would involve expanding the existing four foot diameter outlet on the southern gravity portion of the dam, installing a penstock and constructing a 3500 kilowatts (kW) power plant on the south bank of the river below the dam. The capital cost of the project, including interest during construction, would total approximately $4,500,000 in July 1980 Dollars. The unit capacity cost of the project at the 1980 price level would be $1,285 per kilowatt. The energy production unit cost would be 41.4 mills per kilowatt hour in 1980, and 56.3 mills per kilowatt hour in 1984. The primary conclusion is that the project is economically, environmentally and institutionally viable, and continued escalation of energy values will make this project even more attractive.

1980-10-01

442

Hydromechanical Analysis of Masonry Gravity Dams and their Foundations  

NASA Astrophysics Data System (ADS)

A numerical model for the hydromechanical analysis of masonry dams based on the discrete element method is presented. The dam and the rock foundation are represented as block assemblies, and a coupled flow-stress analysis is performed in an integrated manner for the entire system. Complex block shapes may be obtained by assembling elementary blocks into macroblocks, allowing the application of the model to situations ranging from equivalent continuum to fully discontinuum analysis. A contact formulation was developed based on an accurate edge-edge approach, incorporating mechanical and hydraulic behavior. The main numerical aspects are described, with an emphasis in the flow analysis explicit algorithm. An application to an existing masonry dam is presented, analyzing its present condition, with excessive seepage, and the proposed rehabilitation intervention. An evaluation of sliding failure mechanisms was also performed, showing the expected improvement in the safety of the structure.

Bretas, Eduardo M.; Lemos, José V.; Lourenço, Paulo B.

2013-03-01

443

Permanent deformation on preexisting sliding surfaces in dams  

SciTech Connect

A finite-element model capable of computing permanent deformations along preexisting sliding surfaces in dams and embankments is used to evaluate the error in the current state-of-practice two-step procedures that are based on the simplifying assumption that the computation of dynamic response and of the resulting sliding displacements can be decoupled. Both sinusoidal and real earthquake ground motions are used as excitation, and Coulomb's friction law governs sliding along any point of the rigid-plastic tensionless interface. It is found that only when the dominant excitation frequencies lie in the proximity of the fundamental dam frequency will the permanent deformation from the decoupling assumption exceed appreciably the single-step value. As a validation of the single-step procedure, an analysis is performed and shown to successfully explain the nonsymmetric response of La Villita Dam recorded in the 1985 Mexico Earthquake.

Gazetas, G. (National Technical Univ., Athens (Greece) State Univ. of New York, Buffalo, NY (United States)); Uddin, N. (State Univ. of New York, Buffalo, NY (United States))

1994-11-01

444

Environmental risk assessment system for phosphogypsum tailing dams.  

PubMed

This paper may be of particular interest to the readers as it provides a new environmental risk assessment system for phosphogypsum tailing dams. In this paper, we studied the phosphogypsum tailing dams which include characteristics of the pollution source, environmental risk characteristics and evaluation requirements to identify the applicable environmental risk assessment methods. Two analytical methods, that is, the analytic hierarchy process (AHP) and fuzzy logic, were used to handle the complexity of the environmental and nonquantitative data. Using our assessment method, different risk factors can be ranked according to their contributions to the environmental risk, thereby allowing the calculation of their relative priorities during decision making. Thus, environmental decision-makers can use this approach to develop alternative management strategies for proposed, ongoing, and completed PG tailing dams. PMID:24382947

Sun, Xin; Ning, Ping; Tang, Xiaolong; Yi, Honghong; Li, Kai; Zhou, Lianbi; Xu, Xianmang

2013-01-01

445

A two-dimensional dam-break flood plain model  

USGS Publications Warehouse

A simple two-dimensional dam-break model is developed for flood plain study purposes. Both a finite difference grid and an irregular triangle element integrated finite difference formulation are presented. The governing flow equations are approximately solved as a diffusion model coupled to the equation of continuity. Application of the model to a hypothetical dam-break study indicates that the approach can be used to predict a two-dimensional dam-break flood plain over a broad, flat plain more accurately than a one-dimensional model, especially when the flow can break-out of the main channel and then return to the channel at other downstream reaches. ?? 1985.

Hromadka, T.V., II; Berenbrock, C.E.; Freckleton, J.R.; Guymon, G.L.

1985-01-01

446

77 FR 56189 - Proposed Information Collection; Comment Request; Elwha River Dam Removal and Floodplain...  

Federal Register 2010, 2011, 2012, 2013, 2014

...Dam Removal and Floodplain Restoration Ecosystem Service Valuation Pilot Project AGENCY...Dam Removal and Floodplain Restoration Ecosystem Service Valuation Survey it has developed...results of the study to precise measures of ecosystem changes will be useful in applying...

2012-09-12

447

55. Photocopy of a photograph1921 PANORAMA OF 1913 DAM LOOKING ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

55. Photocopy of a photograph--1921 PANORAMA OF 1913 DAM LOOKING EAST - American Falls Water, Power & Light Company, Island Power Plant, Snake River, below American Falls Dam, American Falls, Power County, ID

448

54. Photocopy of a photograph1921 PANORAMA OF 1913 DAM FROM ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

54. Photocopy of a photograph--1921 PANORAMA OF 1913 DAM FROM ISLAND POWER PLANT - American Falls Water, Power & Light Company, Island Power Plant, Snake River, below American Falls Dam, American Falls, Power County, ID

449

Butterfly Dam, Cross section AA/South Elevation at Movable Leaf, Longitudinal ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

Butterfly Dam, Cross section A-A/South Elevation at Movable Leaf, Longitudinal Section B-B - Chicago Sanitary and Ship Canal, Butterfly Dam, Illinois Waterway River Mile 293.1, Lockport, Will County, IL

450

Instituto Babcock Pamela Ruegg, Dam Rasmussen, y Doug Reinemann, Universidad de Wisconsin Instituto Babcock  

E-print Network

Instituto Babcock © Pamela Ruegg, Dam Rasmussen, y Doug Reinemann, Universidad de Wisconsin. Pamela Ruegg, Dam Rasmussen, and Doug Reinemann Traductor: Matías Fernandez Introducción La producción y

Sheridan, Jennifer

451

78 FR 54482 - Charter Renewal, Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...Renewal, Glen Canyon Dam Adaptive Management Work Group AGENCY: Bureau of Reclamation, Interior...for the Glen Canyon Dam Adaptive Management Work Group. The purpose of the Adaptive Management Work Group is to provide advice and...

2013-09-04

452

78 FR 42799 - Glen Canyon Dam Adaptive Management Work Group Meetings  

Federal Register 2010, 2011, 2012, 2013, 2014

...4073000] Glen Canyon Dam Adaptive Management Work Group Meetings AGENCY: Bureau of Reclamation...The Glen Canyon Dam Adaptive Management Work Group (AMWG) makes recommendations to...advisory committee, the AMWG, a technical work group (TWG), a Grand Canyon...

2013-07-17

453

76 FR 54487 - Charter Renewal, Glen Canyon Dam Adaptive Management Work Group  

Federal Register 2010, 2011, 2012, 2013, 2014

...Renewal, Glen Canyon Dam Adaptive Management Work Group AGENCY: Bureau of Reclamation, Interior...for the Glen Canyon Dam Adaptive Management Work Group. The purpose of the Adaptive Management Work Group is to advise and to provide...

2011-09-01

454

4. Photocopy of a photographWATER SPILLING OVER DAM FROM ISLAND ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

4. Photocopy of a photograph--WATER SPILLING OVER DAM FROM ISLAND PLANT - American Falls Water, Power & Light Company, Island Power Plant, Snake River, below American Falls Dam, American Falls, Power County, ID

455

Management plan for White Oak Dam. Revision 1  

SciTech Connect

The purpose is to provide operation and maintenance, periodic inspection, and emergency action plans for White Oak Dam in general accordance with the Federal Emergency Management Agency (FEMA) guidelines for dam safety. It must be understood that operations at the site are primarily for purposes of environmental monitoring, environmental protection and waste management operations control. Effluent is generally allowed to flow from the lake at its natural rate by rising above the broad crested weir notch elevation of 744 feet m.s.l.

Ahmed, S.B.

1997-03-01

456

Dam the Wilderness: Building "Green Hydropower" on Big Creek  

NSDL National Science Digital Library

Student must synthesize the data that go into the construction and operation of a large hydroelectric dam. Students must strive to develop a design that minimizes or mitigates the impacts of the dam on the existing watershed. Students divide the analysis and frequently present to each other their findings. These findings are then synthesized into independent reports produced by each student. Designed for a geomorphology course Uses online and/or real-time data Uses geomorphology to solve problems in other fields Addresses student misconceptions

Crosby, Ben

457

Application to monitoring of tailings dam based on 3D laser scanning technology  

NASA Astrophysics Data System (ADS)

This paper presented a new method of monitoring of tailing dam based on 3D laser scanning technology and gave the method flow of acquiring and processing the tailing dam data. Taking the measured data for example, the author analyzed the dam deformation by generating the TIN, DEM and the curvature graph, and proved that it's feasible to global monitor the tailing dam using 3D laser scanning technology from the theory and method.

Ren, Fang; Zhang, Aiwu

2011-06-01

458

Evidence for Fluoride Effects on Salmon Passage at John Day Dam, Columbia River, 1982–1986  

Microsoft Academic Search

There is evidence that fluoride from an aluminum plant near John Day Dam had a significant negative effect on passage time and survival of adult Pacific salmon Oncorhynchus spp. at the dam. In 1982, fluoride concentrations of 0.3-0.5 mg\\/L were recorded at the dam. These concentrations were probably representative of fluoride levels at the dam in earlier years as well,

David M. Damkaer; Douglas B. Dey

1989-01-01

459

Compliance Monitoring of Subyearling Chinook Salmon Smolt Survival and Passage at Bonneville Dam, Summer 2012  

SciTech Connect

The purpose of this compliance study was to estimate dam passage survival of subyearling Chinook salmon at Bonneville Dam during summer 2012, as required by the 2008 Federal Columbia River Power System Biological Opinion. The study also estimated smolt passage survival from the forebay 2 km upstream of the dam to the tailrace 1 km below the dam, as well as forebay residence time, tailrace egress, and spill passage efficiency, as required in the 2008 Columbia Basin Fish Accords.

Skalski, J. R.; Townsend, Richard L.; Seaburg, Adam; Ploskey, Gene R.; Weiland, Mark A.; Hughes, James S.; Woodley, Christa M.; Deng, Zhiqun; Carlson, Thomas J.

2013-05-01

460

Abundance and Diversity of Fishes Migrating to a Hydroelectric Dam in Montana  

Microsoft Academic Search

Although many potamodromous fishes make extensive migrations, dams that block their upstream movements are not often mitigated with passage facilities. Over several months in 1998 and 1999 we studied the numbers of all fish species attempting to migrate beyond Milltown Dam, a hydroelectric dam on the Clark Fork River, Montana. Using a radial-gate raceway as a fish trap, we captured

David A. Schmetterling; David H. McEvoy

2000-01-01

461

DAM IMPACTS ON AND RESTORATION OF AN ALLUVIAL RIVER - RIO GRANDE, NEW MEXICO  

Microsoft Academic Search

The impact of construction of dams and reservoirs on alluvial rivers extends both upstream and downstream of the dam. Downstream of dams, both the water and sediment supplies can be altered leading to adjustments in the river channel geometry and ensuing changes in riparian and aquatic habitats. The wealth of pre and post-regulation data on the Middle Rio Grande, New

Gigi RICHARD; Pierre JULIEN

2004-01-01

462

VIEW OF FOSSIL CREEK DIVERSION DAM FROM DOWNSTREAM (INCLUDES 1950s ...  

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

VIEW OF FOSSIL CREEK DIVERSION DAM FROM DOWNSTREAM (INCLUDES 1950s AUTOMATIC/REMOTE CONTROL SLUICE GATE IN UPPER CENTER OF DAM, NORTH SIDE). LOOKING NORTH-NORTHWEST - Childs-Irving Hydroelectric Project, Fossil Creek Diversion Dam, Forest Service Road 708/502, Camp Verde, Yavapai County, AZ

463

THE DISTRIBUTIONAL IMPACT OF DAMS: EVIDENCE FROM CROPLAND PRODUCTIVITY IN AFRICA  

E-print Network

THE DISTRIBUTIONAL IMPACT OF DAMS: EVIDENCE FROM CROPLAND PRODUCTIVITY IN AFRICA Eric STROBL Robert of Dams: Evidence from Cropland Productivity in Africa Eric Strobl*, ** Ecole Polytechnique & Robert the distributional impact of major dams on cropland productivity in Africa. As our unit of analysis we use

Paris-Sud XI, Université de

464

78 FR 6321 - Stephen Phillips, Brentwood Dam Ventures, LLC; Notice of Transfer of Exemption  

Federal Register 2010, 2011, 2012, 2013, 2014

...4254-009] Stephen Phillips, Brentwood Dam Ventures, LLC; Notice of Transfer of Exemption...Stephen Phillips and Brentwood Dam Ventures, LLC informed the Commission that the...has been transferred to Brentwood Dam Ventures, LLC. The project is located on...

2013-01-30

465

43 CFR 418.23 - Diversion of Rock Dam Ditch water.  

Code of Federal Regulations, 2013 CFR

... 2013-10-01 false Diversion of Rock Dam Ditch water. 418.23 Section...Management § 418.23 Diversion of Rock Dam Ditch water. Project water may be diverted directly to Rock Dam Ditch from the Truckee Canal only...

2013-10-01

466

43 CFR 418.23 - Diversion of Rock Dam Ditch water.  

Code of Federal Regulations, 2011 CFR

... 2011-10-01 false Diversion of Rock Dam Ditch water. 418.23 Section...Management § 418.23 Diversion of Rock Dam Ditch water. Project water may be diverted directly to Rock Dam Ditch from the Truckee Canal only...

2011-10-01

467

43 CFR 418.23 - Diversion of Rock Dam Ditch water.  

Code of Federal Regulations, 2014 CFR

... 2014-10-01 false Diversion of Rock Dam Ditch water. 418.23 Section...Management § 418.23 Diversion of Rock Dam Ditch water. Project water may be diverted directly to Rock Dam Ditch from the Truckee Canal only...

2014-10-01

468

Debris dams and the relief of headwater streams Stephen T. Lancaster a,, Gordon E. Grant b  

E-print Network

Debris dams and the relief of headwater streams Stephen T. Lancaster a,, Gordon E. Grant b, mountain landscapes where debris flows are common, their deposition commonly forms valley-spanning dams of debris dams on the evolution of headwater valley profiles over geologic time are examined. In the Oregon

469

CASE STUDY: SEISMIC RETROFIT OF TUTTLE CREEK DAM1 Francke C. Walberg3  

E-print Network

1 CASE STUDY: SEISMIC RETROFIT OF TUTTLE CREEK DAM1 2 Francke C. Walberg3 URS Corporation4 8300 August 1, 201242 #12;2 CASE STUDY: SEISMIC RETROFIT OF TUTTLE CREEK DAM43 44 By: Francke C. Walberg1 Bellew11 47 48 49 ABSTRACT: This paper discusses the seismic retrofit of Tuttle Creek Dam near Manhattan

470

Ecosystem-Level Consequences of Migratory Faunal Depletion Caused by Dams  

Microsoft Academic Search

Humans have been damming rivers for millennia, and our more ambitious efforts over the past century have arguably altered river ecosystems more extensively than any other anthropogenic activity. Effects of damming on river biota include decimation of migratory fauna (e.g., diadromous and potamodromous fishes and crustaceans), lost fisheries, and imperilment of obligate riverine taxa. Although effects of dams on biota

MARY C. FREEMAN; CATHERINE M. PRINGLE; EFFIE A. GREATHOUSE; BYRON J. FREEMAN

2003-01-01

471

Steelhead Emigration in a Seasonal Impoundment Created by an Inflatable Rubber Dam  

Microsoft Academic Search

While large, permanent dams and reservoirs are known to impede smolt movements, investigations of small, temporary impoundments are scarce. Inflatable rubber bladder dams are used to create temporary impoundments worldwide, yet downstream fish passage at these structures has not been evaluated. To examine smolt emigration in a seasonal water supply reservoir and passage at a rubber dam, we tracked 110

David J. Manning; Jonathon A. Mann; Sean K. White; Shawn D. Chase; Ron C. Benkert

2005-01-01

472

Environmental and livelihood impacts of dams: common lessons across development gradients that challenge sustainability  

Microsoft Academic Search

The economic benefits of dams have been assumed to outweigh the costs, thus providing rationale for construction of dams around the world. However, the development of these structures can be accompanied by negative biophysical, socio-economic, and geopolitical impacts; often through the loss of ecosystem services provided by fully functioning aquatic systems. Moreover, impacts of dams can be involuntarily imposed on

Marcus W. Beck; Andrea H. Claassen; Peter J. Hundt

2012-01-01

473

Dam Removal and Implications for Fish Health: Ceratomyxa shasta in the Williamson River, Oregon, USA  

Microsoft Academic Search

The removal of dams on a river is one potential tool for the ecological restoration of native salmonid fishes. However, the removal of barriers also introduces risks, such as the introduction of fish pathogens into previously isolated populations. The proposed removal of four dams on the Klamath River, Oregon–California, provides an opportunity for examining the disease risks associated with dam

Charlene N. Hurst; Richard A. Holt; Jerri L. Bartholomew

2012-01-01

474

Breaching of a Small Irrigation Dam in Oregon: A Case History  

Microsoft Academic Search

Dam removal or breaching (partial removal) is an increasingly common remedy for fish passage, habitat degradation, water quality, and other problems caused by dams in the United States. The Jackson Street Dam, built in 1960 on Bear Creek in Medford, Oregon, resulted in a barrier to migration of Pacific salmon Oncorhynchus spp. and steelhead O. mykiss, loss of stream habitat,

Lance W. Smith; Eric Dittmer; Marc Prevost; Donald R. Burt

2000-01-01

475

Systematic reliability analysis of high rock-fill dam slope stability  

Microsoft Academic Search

The reliability of high rock-fill dam slope is a complex systematic reliability analysis, which is one of the core and difficult technological problems in dam design. Based on the deterministic finite element method, the system reliability analysis method of high rock-fill dam slope stability using nonlinear indexes is proposed here by integrating strength reduction method, response surface method, stepping equivalent

Pei Liang; Wu Zhen-yu; Chen Jian-kang

2011-01-01

476

A Preliminary Review of NOAA's Community-Based Dam Removal and Fish Passage Projects  

Microsoft Academic Search

Dams and other stream blockages prevent anadromous fish from accessing large areas of key habitat. The NOAA Community-Based Restoration Program (CRP) supports habitat restoration projects, including 53 dam removal and fish passage projects from 1996 to 2002. This article provides a preliminary review of the biological benefits provided by the first 18 CRP dam removal and fish passage projects supported

CHRISTIAN F. LENHART

2003-01-01

477

33 CFR 208.82 - Hetch Hetchy, Cherry Valley, and Don Pedro Dams and Reservoirs.  

Code of Federal Regulations, 2010 CFR

...Cherry Valley, and Don Pedro Dams and Reservoirs. 208.82 Section 208.82 Navigation...Cherry Valley, and Don Pedro Dams and Reservoirs. The Turlock Irrigation District...Districts, shall operate Don Pedro Dam and Reservoir in the interest of flood...

2010-07-01

478

33 CFR 208.33 - Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans.  

Code of Federal Regulations, 2014 CFR

...2014-07-01 false Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...REGULATIONS § 208.33 Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...agent, shall operate the Cheney Dam and Reservoir in the interest of flood control as...

2014-07-01

479

33 CFR 208.82 - Hetch Hetchy, Cherry Valley, and Don Pedro Dams and Reservoirs.  

Code of Federal Regulations, 2012 CFR

...Cherry Valley, and Don Pedro Dams and Reservoirs. 208.82 Section 208.82 Navigation...Cherry Valley, and Don Pedro Dams and Reservoirs. The Turlock Irrigation District...Districts, shall operate Don Pedro Dam and Reservoir in the interest of flood...

2012-07-01

480

33 CFR 208.33 - Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans.  

Code of Federal Regulations, 2012 CFR

...2012-07-01 false Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...REGULATIONS § 208.33 Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...agent, shall operate the Cheney Dam and Reservoir in the interest of flood control as...

2012-07-01

481

33 CFR 208.82 - Hetch Hetchy, Cherry Valley, and Don Pedro Dams and Reservoirs.  

Code of Federal Regulations, 2013 CFR

...Cherry Valley, and Don Pedro Dams and Reservoirs. 208.82 Section 208.82 Navigation...Cherry Valley, and Don Pedro Dams and Reservoirs. The Turlock Irrigation District...Districts, shall operate Don Pedro Dam and Reservoir in the interest of flood...

2013-07-01

482

33 CFR 208.82 - Hetch Hetchy, Cherry Valley, and Don Pedro Dams and Reservoirs.  

Code of Federal Regulations, 2011 CFR

...Cherry Valley, and Don Pedro Dams and Reservoirs. 208.82 Section 208.82 Navigation...Cherry Valley, and Don Pedro Dams and Reservoirs. The Turlock Irrigation District...Districts, shall operate Don Pedro Dam and Reservoir in the interest of flood...

2011-07-01

483

33 CFR 208.33 - Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans.  

Code of Federal Regulations, 2011 CFR

...2011-07-01 false Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...REGULATIONS § 208.33 Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...agent, shall operate the Cheney Dam and Reservoir in the interest of flood control as...

2011-07-01

484

33 CFR 208.33 - Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans.  

Code of Federal Regulations, 2010 CFR

...2010-07-01 false Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...REGULATIONS § 208.33 Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...agent, shall operate the Cheney Dam and Reservoir in the interest of flood control as...

2010-07-01

485

33 CFR 208.82 - Hetch Hetchy, Cherry Valley, and Don Pedro Dams and Reservoirs.  

Code of Federal Regulations, 2014 CFR

...Cherry Valley, and Don Pedro Dams and Reservoirs. 208.82 Section 208.82 Navigation...Cherry Valley, and Don Pedro Dams and Reservoirs. The Turlock Irrigation District...Districts, shall operate Don Pedro Dam and Reservoir in the interest of flood...

2014-07-01

486

33 CFR 208.33 - Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans.  

Code of Federal Regulations, 2013 CFR

...2013-07-01 false Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...REGULATIONS § 208.33 Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans...agent, shall operate the Cheney Dam and Reservoir in the interest of flood control as...

2013-07-01

487

33 CFR 208.25 - Pensacola Dam and Reservoir, Grand (Neosho) River, Okla.  

Code of Federal Regulations, 2013 CFR

...2013-07-01 false Pensacola Dam and Reservoir, Grand (Neosho) River, Okla. 208...REGULATIONS § 208.25 Pensacola Dam and Reservoir, Grand (Neosho) River, Okla...Representative shall operate the dam and reservoir in the interest of flood control as...

2013-07-01

488

78 FR 34258 - Safety Zone; Salvage Operations at Marseilles Dam; Illinois River  

Federal Register 2010, 2011, 2012, 2013, 2014

...upstream of the Marseilles Dam to Mile Marker 247.2. This zone is intended to restrict...upstream of the Marseilles Dam to Mile Marker 247.2. This rule will restrict vessels that...upstream of the Marseilles Dam to Mile Marker 247.2. [[Page 34261

2013-06-07

489

33 CFR 207.170 - Federal Dam, Oklawaha River, Moss Bluff, Fla.; pool level.  

Code of Federal Regulations, 2012 CFR

...2012-07-01 2012-07-01 false Federal Dam, Oklawaha River, Moss Bluff, Fla...NAVIGATION REGULATIONS § 207.170 Federal Dam, Oklawaha River, Moss Bluff, Fla...times of high water, the discharge past the dam shall be regulated in such manner as...

2012-07-01

490

75 FR 30805 - Gibson Dam Hydroelectric Company, LLC; Notice Soliciting Comments, and Final Terms and Conditions...  

Federal Register 2010, 2011, 2012, 2013, 2014

...Commission [Project No. 12478-003] Gibson Dam Hydroelectric Company, LLC; Notice Soliciting...Application: Major Project--Existing Dam. b. Project No.: P-12478-003. c...August 28, 2009. d. Applicant: Gibson Dam Hydroelectric Company, LLC. e. Name...

2010-06-02

491

CONGRESS BEIJING 2000 Question 79 (Gated Spillways and Other Controlled Release Facilities, and Dam Safety)  

E-print Network

Facilities, and Dam Safety) d) Rehabilitation of Gated and Ungated Spillways THE DESIGN OF A FUSEGATE SYSTEM FOR INCREASING THE RESERVOIR CAPACITY OF TERMINUS DAM AIDED BY A FULLY FUNCTIONING PHYSICAL MODEL STUDY" Authors International SUMMARY A number of designs for increasing reservoir capacity without raising the dam embankment

Rahmeyer, William J.

492

33 CFR 208.34 - Norman Dam and Lake Thunderbird, Little River, Okla.  

Code of Federal Regulations, 2012 CFR

...2012-07-01 2012-07-01 false Norman Dam and Lake Thunderbird, Little River, Okla...CONTROL REGULATIONS § 208.34 Norman Dam and Lake Thunderbird, Little River, Okla...its designated agent, shall operate Norman Dam and Lake Thunderbird in the interest...

2012-07-01

493

AN ESTIMATE OF MORTALITY OF CHINOOK SALMON IN THE COLUMBIA RIVER NEAR BONNEVILLE DAM DURING THE  

E-print Network

AN ESTIMATE OF MORTALITY OF CHINOOK SALMON IN THE COLUMBIA RIVER NEAR BONNEVILLE DAM DURING Dam and studied t!:te probable causes of death. The estimates of numbers of dead fish were made from ratios of tagged to untagged floating carcasses below the dam. Tagged s!llmon carcasses were released

494

DAM SAFETY DECISION-MAKING: COMBINING ENGINEERING ASSESSMENTS WITH RISK INFORMATION  

E-print Network

DAM SAFETY DECISION-MAKING: COMBINING ENGINEERING ASSESSMENTS WITH RISK INFORMATION David S. Bowles breaching a dam; so drop the matter before a dispute breaks out. Proverbs 17:14 (NIV) ABSTRACT A decision assessments and risk assessments. The approach can be adapted to any dam owner's unique decision context

Bowles, David S.

495

Contaminant Stratigraphy of the Ballville Reservoir, Sandusky River, NW Ohio: Implications for Dam Removal  

E-print Network

Contaminant Stratigraphy of the Ballville Reservoir, Sandusky River, NW Ohio: Implications for Dam Green, Ohio 43403 ABSTRACT. The Ballville Dam (Sandusky River) is one of the major structures in the Lake Erie water- shed, impounding 1.7 million m3 of water and sediment. Removal of the dam would open

Gottgens, Hans

496

A dam agem odelwith non-convex freeenergy for quasi-brittlem aterials  

E-print Network

A dam agem odelwith non-convex freeenergy for quasi-brittlem aterials M arc Francois January 12 isintroduced in a dam age m echanics m odelrele- vantforthe quasi-brittle m aterials.Itisshown thatitdescribesthe large dilatancy ofconcrete undercom pression and the di erentlocalization an- gles and dam age

Paris-Sud XI, Université de

497

The Dam1 kinetochore complex harnesses microtubule dynamics to produce force  

E-print Network

The Dam1 kinetochore complex harnesses microtubule dynamics to produce force and movement Charles L-dependent force production is unknown. Recent work suggests that the Dam1 complex, an essential component assay where beads coated with pure recombinant Dam1 complex were bound to the tips of individual dynamic

Asbury, Chip

498

33 CFR 207.9 - Mystic River, Mass.; dam of Commonwealth of Massachusetts, Metropolitan District Commission.  

Code of Federal Regulations, 2011 CFR

...2011-07-01 false Mystic River, Mass.; dam of Commonwealth of Massachusetts, Metropolitan...REGULATIONS § 207.9 Mystic River, Mass.; dam of Commonwealth of Massachusetts, Metropolitan...and/or his personnel then on duty at the dam. The positioning and movements of...

2011-07-01

499

33 CFR 207.9 - Mystic River, Mass.; dam of Commonwealth of Massachusetts, Metropolitan District Commission.  

Code of Federal Regulations, 2010 CFR

...2010-07-01 false Mystic River, Mass.; dam of Commonwealth of Massachusetts, Metropolitan...REGULATIONS § 207.9 Mystic River, Mass.; dam of Commonwealth of Massachusetts, Metropolitan...and/or his personnel then on duty at the dam. The positioning and movements of...

2010-07-01

500

Multichannel Analysis of Surface Wave An Application to Diagnose Dam Bodies  

E-print Network

Multichannel Analysis of Surface Wave ­ An Application to Diagnose Dam Bodies Noppadol Poomvises it use as a part of geological program to explore an appropriated rock foundation at a proposed dam location, but also use to investigate the condition of dam after water being storage as well

Barrash, Warren