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Sample records for municipality maracaibo zulia

  1. Cretaceous Cogollo Group study - District Zulia Occidental

    SciTech Connect

    Lagazzi, R.; D`Antonio, G.; Hung, O.; Avila, A.

    1996-08-01

    The Cretaceous Cogollo Group, with over 1500 feet of platform carbonate and shale section, contains important oil accumulations in the west portion of the Maracaibo basin. However, after discovery of the major oil fields, all subsequent exploration and exploitation efforts led to disappointing results. This paper summarizes the study of the Cogollo Group in the Lake Maracaibo West Coast area, where light Cretaceous oil may have an impact on the total reserves. After integrating the Cogollo Group into the regional framework, the study focuses on the District Zulia Occidental, where over 40 deep wells either penetrated or tested the reservoir. Structural and stratigraphic descriptions are enriched by a significant amount of core and petrophysical data that leads to a better understanding of the reservoir layering and pore geometry. Well production performance and reservoir data are incorporated to the study as additional tools to determine the size of the oil accumulations. Finally, the study addresses the possibility of drilling slant or horizontal wells as a way to reduce the number of dry holes or marginal producers.

  2. Venezuela: Lake Maracaibo

    Atmospheric Science Data Center

    2013-04-18

    article title:  Oil Slicks on Lake Maracaibo, Venezuela     View Larger Image Several oil slicks occurred on Lake Maracaibo in northwestern Venezuela between ... wave facets divert reflected rays into many directions. An oil film dampens the presence of small wind-driven "capillary" waves, resulting ...

  3. Hydrocarbon distribution in the Maracaibo Basin

    SciTech Connect

    Scherer, W.

    1996-08-01

    The prolific Maracaibo basin contains the second largest hydrocarbon accumulation in South America; it has been one of the principal oil producers of the world since the beginning of this century. Exploratory efforts in this basin, carried out with new techniques and new ideas, continue today, so it is of interest to determine the trends of hydrocarbon concentrations in terms of resources per unit volume of sediments and to correlate them to stratigraphic, sedimentary-tectonic and geochemical variables. Regional scale maps representing the 24 principal geologic and geochemical variables that are thought to be a function of hydrocarbon generation, migration and accumulation were discretized on a 25 x 25 km grid. Variables used are isopach and Total Organic Carbon (TOC) of source rocks, isopach, sandstone content and grain size parameters of reservoir rocks, isopach of stratigraphic seal and overburden, maximum paleotemperatures (R{sub o} and T{sub max}), tectonic energy (fault length and displacement) and hydrocarbon families. Multivariate analytical statistics was used to obtain the trends of hydrocarbon distributions. The resulting hydrocarbon concentration trend map was quantitatively correlated to known hydrocarbon accumulations and prospective areas, where additional new accumulations might be found, were obtained. It can be shown that the largest known hydrocarbon concentrations correspond to areas of greatest cumulative overburden. The southern Zulia Catatumbo region is the largest prospective area determined by this method.

  4. Geochemical modelling of the principal source rocks of the Barinas and Maracaibo basins, western Venezuela

    SciTech Connect

    Tocco, R.; Gallango, O.; Parnaud, F.

    1996-08-01

    This study presents a geochemical modelling of the principal source rocks in the western Venezuelan Basins. The area covers more than 100,000 km{sup 2}, and includes Lake Maracaibo and Barinas Basins. The geochemical modelling recognizes three source rocks: (1) A principal, K3-K4-K5 Cretaceous sequences, represented by La Luna, Capacho and Navay formations, (2) a secondary, corresponding to the T4 Oligocene sequence, represent by the Carbonera Formation, and (3) an accessory source rock, K7-K8 Paleocene sequences, represented by the carbonaceous shales and coals of the Orocue Group and Marcelina Formation. Three periods of hydrocarbon expulsion were defined for La Luna Formation (Early Eocene-Late Eocene, Middle Miocene-Early Miocene and Early Miocene-Holocene) and a principal period of hydrocarbon expulsion for Orocue Group and Carbonera Formation (Plio-Pleistocene and Middle Miocene Plio-Pleistocene). The 90% of hydrocarbons generated correspond to the principal source rock La Luna Formation, and the 10% to Tertiary source rocks (Carbonera Formation and Orocue Group). Five petroleum systems were identified: Lake Maracaibo, southwest of the Lake Maracaibo Basin, the Lara nappes, the extensive basins of eastern Zulia and the Barinas subbasin.

  5. Hydrocarbon systems in the southwest Maracaibo Basin, Colombia

    SciTech Connect

    Yurewicz, D.A.; Advocate, D.M.; Sequeira, J.J.; McDermott, V.J.; Young, R.H.; Wellman, P.C.

    1996-08-01

    Multiple hydrocarbon systems are recognized in the Colombian portion of the Maracaibo Basin (Catatumbo subbasin). Hydrocarbons, trapped in wrench controlled, faulted anticlines, were generated from two different source horizons, in two distinct source kitchens, and migrated along different pathways into Cretaceous and Tertiary reservoirs. Cretaceous reservoirs are shallow-marine sandstones and limestones characterized by low matrix porosity and permeability. They are separated from Tertiary reservoirs by a thick shale seal that limited cross-stratal migration. Tertiary reservoirs are fluvial-deltaic sandstones with good to excellent porosities and permeabilities. Geochemical data suggest the presence of two oil families. Family 1 oils were sourced locally from Cretaceous marine shales and limestones and account for most of the oil in Tertiary and Cretaceous reservoirs. Family 2 oils are only present in Tertiary reservoirs in the southern part of the subbasin, and are interpreted to be sourced from Paleocene terrestrial shales and coals. Two distinct migration systems operated to fill Catatumbo traps. Family 1 oils migrated from local Cretaceous source beds along fractures and faults that developed concurrently with trap formation. Family 2 oils were sourced from outside the Catatumbo subbasin. Maturation data and burial history modelling indicate that Paleocene rocks are immature in the Catatumbo subbasin. Maturation levels increase westward into the Maracaibo Basin and along the axis of the North Andean foredeep. The proximity of Rio Zulia Field to the North Andean foredeep, and lack of Tertiary-sourced oils in other Catatumbo fields suggest that the North Andean foredeep is the primary source for these oils.

  6. Structural synthesis and tectonic evolution of the Maracaibo and Barinas-Apure basins, Western Venezuela

    SciTech Connect

    De Toni, B.; Loureiro, D.; Colletta, B.; Rourke, F.

    1996-08-01

    Seismic profiles have imaged the complex and multiphase geometry of major structures in the Maracaibo and Barinas-Apure basins and foothills of the adjacent orogens. Pre-Mesozoic structuring can be documented in subsurface as a peneplaned south-southeast vergent fold-thrust-belt of Hercynian or Caledonian age. In Jurassic times, rifting developed in connection with the opening of western Tethys and thick continental red beds were deposited in the rift grabens. In Late Cretaceous times, postrift thermal subsidence was subsequently recorded. From Maastrichtian through Eocene times, the obduction of the Tethyan ophiolites and the coeval tectonic accretion of the Caribbean allocthon loaded the South American foreland lithosphere, inducing the development of a flexural basin in the northeastern part of the Maracaibo basin. In Late Eocene and Oligocene times, a major extensional event took place in the East Zulia and Falcon area soon after the Caribbean compressional deformation ceased. Since the Neogene, structuring was related to the Andean orogeny, and the deformation was partially superimposed onto older Paleogene and Jurassic structures. These results, integrated with geochemical and chronostratigraphic models, have been used to understand the evolution of the petroleum system and to improve the play fairway risk assessment for exploration.

  7. Marcelina formation study - Maracaibo basin

    SciTech Connect

    D`Arlach, C.; Peralta, J.; Murillo, R.

    1996-08-01

    Recent development activity onshore, west of the Maracaibo Lake, has led to a better understanding of the Paleocene Marcelina formation in the basin. The Marcelina formation is divided into two sections, an upper coal dominated interval and a lower sand/claystone interval. The sandstone reservoir section consists of a number of fining upward sequences deposited in a fluvial environment. Laterally the section evolves to a shallow marine shaly and carbonatic section, or is truncated by a regional unconformity, being missing over much of the Lake area. The Marcelina sands are only commercially productive in the Alturitas Field, where oil is found in a combined stratigraphic/structural trap. This paper focuses on two aspects of the Marcelina. First, the study incorporates the field data into a regional framework to investigate the possibility of similar plays in the studied area. Second, the study integrates geology and engineering data to examine the Marcelina as a reservoir unit to optimize field development and increase the oil recovery efficiency. Information from seismic, logs, cores, reservoir pressures, and fluids is used to understand the depositional model and the field complexity. The study provides a model, supported by extensive data, which may help to develop other potential discoveries in the west coast area.

  8. Epidemiologic Behavior of Obesity in the Maracaibo City Metabolic Syndrome Prevalence Study

    PubMed Central

    Bermúdez, Valmore; Pacheco, Maikol; Rojas, Joselyn; Córdova, Evelyn; Velázquez, Rossibel; Carrillo, Daniela; Parra, María G.; Toledo, Alexandra; Añez, Roberto; Fonseca, Eneida; Marcano, Rafael París; Cano, Clímaco; Miranda, José López

    2012-01-01

    Introduction Obesity is a worldwide public health issue. Since the epidemiological behaviour of this disease is not well established in our country, the purpose of this study was to determinate its prevalence in the Maracaibo City, Zulia State- Venezuela. Materials and Methods A cross-sectional study was undertaken using the data set from the Maracaibo City Metabolic Syndrome Prevalence Study. The sample consists of 2108 individuals from both genders and randomly selected: 1119 (53.09%) women and 989 (46.91%) men. The participants were interrogated for a complete clinical history and anthropometric measurements. To classify obesity, the WHO criteria for Body Mass Index (BMI), and Waist Circumference (WC) from the IDF/NHLBI/AHA/WHF/IAS/IASO-2009 (IDF-2009) and ATPIII statements were applied. Results For BMI, obesity had an overall prevalence of 33.3% (n = 701), and according to gender women had 32.4% (n = 363) and men had 34.2% (n = 338). Overweight had a prevalence of 34.8% (n = 733), Normal weight had 29.8% (n = 629), and Underweight had 2.1% (n = 45). Adding Obesity and Overweight results, the prevalence of elevated BMI (>25 Kg/m2) was 68.1%. Using the IDF-2009 WC's cut-off, Obesity had 74.2% prevalence, compared to 51.7% using the ATPIII parameters. Conclusions These results show a high prevalence of abdominal obesity in our locality defined by the WHO, IDF-2009 and ATPIII criteria, which were not designed for Latin-American populations. We suggest further investigation to estimate the proper values according to ethnicity, genetic background and sociocultural aspects. PMID:22530014

  9. Radioisotope Concentration in Lake Sediments of Maracaibo, Venezuela

    SciTech Connect

    Salas, A. Rangel; Viloria, T.; Sajo-Bohus, L.; Barros, H.; Greaves, E. D.; Palacios, D.

    2007-10-26

    Maracaibo Lake is one of the most important water basing and oil producing regions in Venezuela. Changes in the local environment have been monitored for chemical pollution in the past. For this study we selected a set of sediment samples collected in the shore and analyzed for its radioisotope content. Results show the gamma emitting isotopes distribution. Isotopes concentrations have been determined within the natural K, Th and U families.

  10. Structural interpretation along the Icotea Fault, Lake Maracaibo, Venezuela

    SciTech Connect

    Bueno, E.; Zubizarreta, J.; Pinto, J.; Taylor, C.; Prieto, E. )

    1993-02-01

    This structural interpretation, performed on an interactive workstation, corresponds to an area covered by three 3D seismic surveys in Lake Maracaibo. These surveys (Block I, Northern and Southern Lama) focus on the Icotea fault trend, which is one of the major structural features in the Maracaibo Basin. The present study is centered on the interpretation of the origin and evolution of this fault trend. The Maracaibo Basin evolved from an initial phase dominated by extensional tectonism to a later compressional phase. The Icotea fault is interpreted as the border of a Triassic-Jurassic half graben. Subsequent to the deposition of shelf sediments, the fault became reactivated during the Paleocene and Lower to Middle Eocene. During the change to compressional tectonics within the upper Eocene, the half graben became inverted. As an associated event during the structural inversion, a sinistral strike slip deformation took place along the fault. The latest stage of faulting developed during Miocene, and resulted in lateral offsets along the Icotea fault system.

  11. [Vitamin A deficiency and the anthropometric nutritional status of urban and rural marginalized children in the state of Zulia, Venezuela].

    PubMed

    Amaya-Castellanos, Daisy; Viloria-Castejón, Haydée; Ortega, Pablo; Gómez, Gisela; Urrieta, Jesús R; Lobo, Pablo; Estévez, Jesús

    2002-06-01

    The present transversal study was carried out to estimate the prevalence of both vitamin A deficiency (VAD) and protein-energy malnutrition among children (24 to 85 months) from three urban slums (n = 173) in Maracaibo city, Zulia State, Venezuela and a rural slum area (n = 34), vieinal to Maracaibo, by measuring serum retinol and z score of anthropometric indices Height//Age (H//AZ); Weight//Age (W//AZ) and Weight//Height (W//HZ), compared to NCHS-WHO reference values. The Graffar's methodology adapted to Venezuela by Méndez Castellano (1986) confirmed the underprivileged socio-economic condition of the children population. For serum retinol analysis, peripheral venous blood was drawn and serum was treated according to the Bieri et al. (1979) technique and HPLC procedure. Values were recorded in microgram/dL. Statistical analysis was done by using Epi Info 2000, release 1.0 and SAS release 6.0 (1996) computer programs. The prevalence of VAD (serum retinol < 20 micrograms/dL) in the total children population (n = 207) was 22.2%, being higher in urban children than in rural children (22.5% vs 20.5%). No clinical signs of VAD were detected in the children. The nutritional status analysed by Z score of anthropometric indices revealed that 27.4% of children suffered from undernutrition (Z score = -2 to > -3 SD), being 15.4% stunted, 9.6% wasted and 2.6% with acute protein-energy malnutrition. Neither severe malnutrition nor overweight were detected. According with the H//AZ index, 54.6% of children had adequate nutrition. However 23% of them suffered from VAD. In children at risk of developing undernutrition (Z score = -1 to > -2 SD), 20.9% had VAD and of the stunted children, 21.9% presented VAD. With W//AZ, 60.3%, 29.9% and 9.1% of children were with adequate nutrition, at risk, or wasted respectively; of each group, 25.6%, 17.7% and 15%, respectively had serum retinol values below 20 micrograms/dL. The Z score of W//HZ indicator revealed that 87.4%, 10.4% and 2

  12. Caribbean basin framework, 4: Maracaibo basin, northwestern Venezuela

    SciTech Connect

    Lugo, J. )

    1991-03-01

    The Maracaibo basin is presently located in a topographic depression on the Maracaibo block, a triangular, fault-bounded block within the Caribbean-South America plate boundary of northwestern Venezuela. Intense oil exploration over the last 50 years has produced a large amount of seismic and well data that can be used to constrain four Jurassic to Recent tectonic and depositional events that affected the region: (1). Late Jurassic rift phase and subsidence along normal faults striking north-northeast across the floor of the basin; (2) Cretaceous to early Eocene subsidence recorded by shallow to deep marine carbonate and clastic rocks that thicken from south to north and completely cover Permian rocks of the Merida arch; (3) Eocene folding, thrusting, and initial reactivation of Jurassic normal faults as convergent strike-slip and reverse faults. Eocene clastic sediments are thickest in a narrow northwest-trending foredeep on the northeastern margin of the basin; (4) Late Miocene to Recent northwest-southeast convergence is marked by continued reactivation of Jurassic normal faults as reverse and left-lateral strike-slip faults, uplift of mountain ranges bordering the basin, and deposition of up to 10 km of clastic sediment.

  13. The Counseling Program at the University of Zulia: An International Program

    ERIC Educational Resources Information Center

    Vera, George Davy

    2011-01-01

    A personal description of the international counselor education program at the University of Zulia in Venezuela is presented including educational objectives of the counseling degree, various services counselors are trained to provide, and a sample curriculum. This description serves as an example of one international counselor education program…

  14. Sequence stratigraphy of the Misoa Formation (Eocene) Lake Maracaibo, Venezuela

    SciTech Connect

    Marais-Gilchrist, G.; Higgs, R. )

    1993-02-01

    A preliminary sequence analysis of the Misoa Formation has been done in the Maraven concession area, Lake Maracaibo, using well logs supported by palynological and seismic data. The Misoa Formation is interpreted to comprise a lower transgressive unit containing at least four third-order cycles (lithostratigraphic units C7 to C3, approximately), and an upper dominantly regressive unit consisting of six third-order cycles (approximately C2 to B1). A major flooding surface (gamma-ray log maximum) provides a marker near the top of the lower unit, almost coincident with the important N-M local pollen zone. A tentative correlation can be achieved with the Haq-Vail coastal onlap curves for the Tejas A 2.3 to 3.3 third-order cycles, 55 to 44 ma. The maximum flooding surface would correlate with the maximum Eocene onlap at 52.5 ma. These ages broadly agree with the local pollen zonation. Incised valley fill units interpreted on the basis of blocky log character in some wells could have accumulated during global Eocene sea level falls, particularly those between 55 and 54 ma. The sequences gradually onlap onto the Paleocene unconformity and converge in a southwestward (landward) direction. Although north-south-oriented high-angle sinusoidal events are evident on some seismic lines, these are thought to indicate rotated listric fault-bounded blocks formed during an extensional episode, possibly syn-Misoa. The study should aid exploration for stratigraphic traps in the lake area.

  15. A modern look at the petroleum geology of the Maracaibo basin, Venezuela

    SciTech Connect

    Stauffer, K.W.; Croft, G.D.

    1995-06-05

    The Maracaibo basin of western Venezuela is one of the world`s most important oil producing basins, with a cumulative production of more than 35 billion bbl. The reasons for this great wealth of hydrocarbons are a combination of source beds of excellent quality, thick reservoirs with high porosity and permeability, and a series of sealing shales, faults, and unconformities, which provide large and numerous traps. Recent discoveries combined with Venezuela`s opening to international investment suggest that the story of this basin is far from over. Surprisingly little exploration has taken place in large parts of the basin, especially southwest of Lake Maracaibo and in the southern part of the lake. This paper describes the history of the basin, stratigraphy, structure, oil fields, and its future prospects.

  16. Paleogene turbidite system in the Maracaibo basin: A new exploration frontier

    SciTech Connect

    Zambrano, E.; Melendiez, L.; Ghosh, S.

    1996-08-01

    Regional sequence stratigraphic analysis revealed the presence of Paleocene(?)-Lower Eocene lowstand turbiditic deposits in Maracaibo Basin. The emplacements of the Lara nappes on the north during late Paleocene triggered the development of a foredeep in the northeastern part of the Maracaibo Basin. During the ensuing lowstand stage, siliciclastic sediments poured into the foredeep principally from the southwest, and secondarily from the Merida and Banbacoas highs; olistoliths and argillaceous sediments could have come from the north. These sediments were deposited as lowstand prograding wedge (slopefan complex) and submarine fan lobes in a belt trending northwest-southeast beyond the eastern shore of the present day Lake Maracaibo. The slope-fan complex consists of stacked progradational clinoforms with toesets of shingled turbidites. The exploratory potential of the slope-fan complex is still under study. Basinward the slope-fan facies grades into a thick, mappable and convex submarine fan lobe (Basin Floor Fan) overlying Paleocene strata. Farther eastward of this subsurface turbidite complex, extensive outcrops of coeval turbidites of the Trujillo-Rancheria formations occur in the Serrania de Trujillo. The subsurface shelf-fed turbidite complex, as yet untested, may be of considerable economic interest as the potential fan lobe trap overlies the rich La Luna Eocene kitchen. Oil generation was relatively early (Middle Eocene) in this part of the basin. Early hydrocarbon generation and migration along vertical/subvertical faults would have filled the trap and preserved the porosity from destructive diagenesis. If hydrocarbons are present, this area may well become the new exploration frontier of the Maracaibo Basin.

  17. Stratigraphic and tectonic definition of the northeastern margin of the Maracaibo Basin

    SciTech Connect

    Pilloud, A.; Audemard, F.; Canache, M.; Crux, J.; De Toni, B.

    1996-08-01

    The Maracaibo Basin is surrounded by areas of active plate reorganization between the South American craton and the Caribbean oceanic crust. The western and southern margins of the basin coincide with the Sierra de Perija and the Merida Andes basement uplift. The northern and northeastern margins are less clearly defined by the emplacement of the Caribbean allochthon. In Paleogene times the Caribbean foreland basin had its depocenter in the northeastern Maracaibo Basin. The southern and western limits of the Lara nappes that were emplaced during this time are today eroded and disappear progressively northwards beneath the overlying Oligocene and Neogene sequences of the Falcon foldbelt. The nappes were originally more extensive, with a deformation front in the paraautochthonous Paleogene units. An abundant lithostratigraphic nomenclature inhibits our ability to recognize the different tectonosequences. We have made an integrated study with geological field work, biostratigraphy, sedimentology and seismic interpretation, between the Valera fault and the eastern shore of lake Maracaibo. The biostratigraphic studies have defined the age and environments of deposition of the lithostratigraphic units. Correlation of these and a simplification of the terminology is proposed. The Trujillo Formation (Paleocene?-middle Eocene) and the Mene Grande Formation (middle Eocene) both contain transported blocks and conglomerates of basement, Cretaceous and Paleogene formations. Comparisons of the lithologies and fossils of these blocks with potential source areas suggest a northerly source from the advancing Lara nappes.

  18. Tectonic implications of Paleocene-Eocene Foreland Basin, Lake Maracaibo, Venezuela

    SciTech Connect

    Lugo, J. ); Mann, P. )

    1993-02-01

    A compilation of industry geological and geophysical data indicates that Paleocene-Eocene clastic sedimentation in the Maracaibo basin records the first manifestation of Cenozoic foreland basin tectonics in northern South America. Isopach maps based on industry seismic data and well logs suggest that the Maracaibo foreland basin formed a 100 to 200 km wide elongate trough along the northeastern edge of the present-day Lake Maracaibo. The basin is asymmetric with a deep (7 km) northeastern margin adjacent to an exposed southwest-verging thrust belt mapped by previous workers. Isopach mapping of seven seismic units within the Eocene suggest a nor-northwest to southeast migration of the depocenter from Paleocene to Middle Eocene time at a rate of 0.6 cm/year. A similar style of foreland basin has been previously identified over a distance of 1000 Km from western central Venezuela to Trinidad. Eocene to Pliocene ages of foreland basin sedimentation in these areas suggest time transgressive, oblique collision of the Caribbean plate along the northern margin of South America. Comparison of the age of deformation along both the northern and southern edges of the pro-Caribbean plate yield reasonable estimates for the rate of relative motion of this small plate relative to the larger America plates.

  19. Steinernema goweni n. sp. (Rhabditida: Steinernematidae), a new entomopathogenic nematode from Zulia State, Venezuela.

    PubMed

    San-Blas, Ernesto; Morales-Montero, Patricia; Portillo, Edgar; Nermuť, Jiří; Puza, Vladimir

    2016-01-01

    A nematode from the genus Steinernema was isolated in Zulia state (North-western, Venezuela). Morphological, morphometric and molecular studies indicated that this nematode belongs to the "bicornutum" group and is described herein as Steinernema goweni n. sp. Steinernema goweni n. sp. is characterised by morphometrics of its infective juveniles, with body length 640 (531-719) µm, pharynx length of 119 (109-126) µm, tail of 67 (59-89) µm, c ratio = 9 (6-11) and E% = 77 (48-94). First generation male specimens can be recognised by the shape and size of spicules (55 (50-57) µm long) and gubernaculum (35 (30-40) µm long), and %D value 42 (28-59), which is at the lower limit within the "bicornutum" group. The number of genital papillae in males is also distinctive for S. goweni n. sp. presenting up to 27 (13 pairs + 1) papillae in 15% of specimens. The phasmids can be seen in scanning electron microscopy in all stages, characters not previously reported within the "bicornutum" group. Phylogenetic analyses of the "bicornutum" group based on both ITS and D2D3 regions showed a clear separation of S. goweni n. sp. from the other species. In both analyses S. goweni n. sp. formed a strongly supported group of American species. PMID:27395871

  20. The Guasare Formation (Paleocene), Maracaibo Basin: A carbonate or a terrigeneous play?

    SciTech Connect

    Hernandez, E.; Oldershaw, A.; Krause, F.

    1996-08-01

    The Guasare Formation located in the Lama Field, Maracaibo Basin, represents a mixed carbonate-terrigenous clastic succession. We have identified 10 lithofacies in this succession: pelecypod floatstones-rudstones; black mudstones; grey siltstones; medium grained sandstones; laminated fine grained sandstones; rippled fine grained sandstones; bioturbated fine grained sandstones; calcareous massive sandstones; interbedded mudstones and sandstones; and mudstone clast conglomerates. These lithofacies represent coastal plain, nearshore, tide and storm influenced conditions during sedimentation, which resulted in a close temporal and spatial association of distinct carbonate and siliciclastic facies. Environmental reconstruction indicates that accumulation took place in a dynamic delta setting where delta lobe progradation, abandonment, transgression and renewed progradation were the dominant controlling factors on sedimentation. The formation typically has been visualized as a carbonate platform deposit. Our work instead illustrates that in the Lama Field this formation is a mixed carbonate-terrigenous succession dominated by brackish water to marine depositional systems.

  1. Applied geointegration to hydrocarbon exploration in the San Pedro-Machango Area, Maracaibo Basin, Venezuela

    SciTech Connect

    Fonseca, A.; Navarro, A.; Osorio, R.; Corvo, F.; Arismendi, J.

    1996-08-01

    Hydrocarbon exploration has nowadays a diversity of technological resources to capture, merge and interpret information from diverse sources. To accomplish this, the integration of geodata for modeling was done through the use of new technologies like Remote Sensing and Geographical Systems of Information and applied to the San Pedro-Machango area, located in the Serrania de Trujillo, west of Costa Bolivar (onshore), eastern Maracaibo Basin, Venezuela. The main purpose of this work was to optimize the design of an exploration program in harmony with environmental conservation procedures. Starting with satellital and radar images that incorporated geophysical, geological and environmental information, they then were analyzed and merged to improve the lithological, structural and tectonic interpretation, generating an integrated model that allowed better project design. The use of a system that combines information of geographical, geodetical, geophysical and geological origins with satellital and radar images produced up to date cartography and refined results of image interpretation.

  2. Relative yield-per-recruit and management strategies for Cynoscion acoupa (Perciformes: Sciaenidae) in Lake Maracaibo, Venezuela.

    PubMed

    Montaño, Orlando José Ferrer; Morales, Isabel Cristina

    2013-03-01

    Acoupa weakfish, Cynoscion acoupa, in Lake Maracaibo is subject to intense commercial fishing by an artisanal fleet, and a recent decrease in fish size observed from landings is of concern. This fishery has not yet been modeled, and its assessment and the establishment of management practices to overcome the current overfished condition are urgently needed. To address this, we used recent and past empirical growth estimates to model relative yield-per-recruit under different lengths at first capture. Our results from relative yield-per-recruit analysis showed evidence that growth and recruitment overfishing occur under current fishing practices in Lake Maracaibo. Particular attention was given to fishing practices in El Tablazo Bay where young, small fish predominate in the commercial catches (mean total length=33.7cm), well below the length at first sexual maturity (-40cm TL) for both sexes. As management strategies, we propose to set a mesh size limit at or above 8.89cm (3.5in), which will reduce fishing mortality of immature fish, increase yield-per-recruit, and will result in an increase of Acoupa weakfish recruitment for the long term in Lake Maracaibo. PMID:23894971

  3. The inverted Lamar sub-basin, Lake Maracaibo, Venezuela: Tectonic evolution and hydrocarbon habitat

    SciTech Connect

    Arminio, J.F.; Growcott, A.M.

    1996-08-01

    In the central part of the Maracaibo basin, integration of recently acquired 3-D seismic and existing geological data has led to the definition of the Lamar sub-basin as an array of partially inverted half grabens which formed during Late Cretaceous and Early to Middle Eocene times as a result of transtensional episodes along older rift structures. This integration exercise has also led to the addition of new reserves in a mature oil province. Six major tectonic phases can be distinguished: (a.) Extension of the existing Paleozoic substrate during Jurassic rifting; (b.) Passive margin tectonic quiescence from Middle to Late Cretaceous; (c.) Paleocene uplift and erosion; (d.) Eocene transtension along reactivated Jurassic lineaments; (e.) Late Eocene to Mid Miocene inversion; (f.) Late Miocene to Recent post inversion and regional tilt. Distinctive tectonically induced unconformities within the Eocene sedimentary fill imply tectonic overprint rather than eustatic controls. The Eocene extensional structures were inverted in a selective manner depending upon their orientation relative to the dominant compressional vector. This in turn resulted in significant hydrocarbon re-migration and a rather complex fluid distribution throughout the area.

  4. Dolomitization as control on reservoir quality - case study: Block III, Lake Maracaibo, Venezuela

    SciTech Connect

    Marquez, X.

    1989-03-01

    Paleocene carbonate sequences in Block III, Lake Maracaibo, have always been neglected, even though similar sequences such as those reported in the Smackover Formation, Gulf of Mexico coastal plain, USA, have shown great hydrocarbon potential. Core study in well VLC-950 shows that the Paleocene carbonate sequence consists of four oolitic facies: skeletal-oolitic rudstones (C1), oolitic packstones/grainstones(C2), oolitic grainstones (C3), and sandy oolitic grainstones (C4), all deposited in a prospective shallowing-upward carbonate sand sequence. Diagenetic processes such as micritization, calcite cementation, solution, dolomitization, and compaction have modified the original textures of these facies. It seems that the dolomitization has been the most important in controlling effective porosity. Dolomitization has occurred in the whole sequence. In C1, it is represented by isolated, fine, euhedral crystals. In C2, dolomitization has selectively replaced the oolites with a mosaic of coarse, anhedral crystals. In C3, dolomitization has selectively replaced the calcite cement and to a much lesser extent the oolites. Oolites not dolomitized have been selectively leached, resulting in well-developed oomoldic porosity that forms the reservoirs. In C4, dolomitization is minor, and it is represented by isolated, very fine crystals. Petrophysical analysis revealed that in C3 the porosity value is 19%, permeability is 1.21 md, and oil saturation is 80%; in C1, C2, and C4, porosity averages 4.3%, permeability is 0.06 md, and oil saturation is negligible.

  5. Prevalence and Associated Factors of Insulin Resistance in Adults from Maracaibo City, Venezuela

    PubMed Central

    Palmar, Jim; Cabrera, Mayela

    2016-01-01

    Background and Aim. Insulin resistance (IR) is a prominent pathophysiologic component in a myriad of metabolic disorders, including obesity, prediabetes, and type 2 diabetes mellitus, which are common in our locality. The objective of this study was to determine the prevalence of IR and factors associated with this condition in an adult population from Maracaibo city, Venezuela. Methodology. A cross-sectional, descriptive study with multistaged randomized sampling was carried out in 2026 adults. IR was defined as HOMA2-IR ≥ 2. A multiple logistic regression model was constructed in order to evaluate factors associated with IR. Results. The prevalence of IR was 46.5% (n = 943), with 46.7% (n = 450) in the general population, 46.4% (n = 493) in females, and 47.90% (n = 970) in males (p = 0.895). IR prevalence tended to increase with age and was significantly greater in subjects aged ≥30 years (χ2 = 16.726; p = 2.33 × 10−4). Employment, alcohol consumption, obesity, high triacylglycerides, low HDL-C, and dysglycemia were associated with greater odds of IR, whereas a high level of physical activity appeared to be weak protective factor against IR. Conclusions. The prevalence of IR is elevated in our locality. The main determinants of this condition appear to be the presence of obesity, high triacylglycerides, low HDL-C, dysglycemia, and alcohol intake. PMID:27579182

  6. Geology and geochemistry of the La Luna Formation type sections in the Maracaibo basin, Venezuela

    SciTech Connect

    Baptista, N.; Scherer, W.

    1996-08-01

    The Upper Cretaceous La Luna Formation is the most important source rock of hydrocarbons in Western Venezuela. Curiously enough it has two type sections, the formation was first defined in 1926 in Perija on the western flank of the Maracaibo basin; 30 years later the La Aguada, Chejende and Timbetes members were defined 260 km toward the east, on the shelf of the basin. The purpose of this study is to compare these sections and to define the vertical and horizontal variability of geological and geochemical characteristics that might have influenced the generation of hydrocarbons. The study consisted of detailed, bed level sampling, macroscopic sedimentary descriptions, petrography of 168 thin sections with 40 variables recorded in a statistical data matrix for determination of lithomicrofacies, as well as geochemical analysis of total organic carbon (TOC), visual kerogen, Rock-Eval pyrolysis and gas chromatography. The western type section is characterized by alternating thinly laminated and massive bedded limestones. Thermally immature, amorphous organic matter of marine origin is abundant in this section; TOC values range from 0.23% to 8.56%, generally increasing toward the top. Hydrogen index values range from 327 to 1078, indicating good to excellent oil generating potential. The eastern type sections have a higher level of thermal maturity; they show increasing amounts of clastic material, less authigenic minerals and abundant Favreina sp crab fecal pellets. The mainly terrestrially derived organic matter concentrations are considerably less, ranging from 0.07 to 3.39, again increasing toward the top of the section.

  7. Kinetic modeling of petroleum formation in the Maracaibo Basin: Final report, Annex 12

    SciTech Connect

    Burnham, A.K.; Braun, R.L.; Sweeney, J.J.; Reynolds, J.G.; Vallejos, C.; Talukdar, S.

    1992-07-01

    The purpose of this project is to develop and test improved kinetic models of petroleum generation and cracking, pore pressure buildup, and fluid expulsion. The work was performed jointly between Lawrence Livermore National Laboratory and Research Organization of the Venezuelan National Petroleum Company under Annex 12 of an agreement between DOE and the Venezuelan Ministry of Energy and Mines. Laboratory experiments were conducted at both LLNL and INTEVEP to obtain the reaction rate and product composition information needed to develop chemical kinetic models. Experiments at INTEVEP included hydrous pyrolysis and characterization of oils by gas and liquid chromatography. Experiments at LLNL included programmed pyrolysis in open and self-purging reactors, sometimes including on-line gas analysis by tandem mass spectrometry, and characterization of oils by gas chromatography and nuclear magnetic resonance. The PMOD code was used to develop a detailed pyrolysis mechanism from the extensive laboratory data. This mechanism is able to predict yield of bitumen, oil, and gas as a function of time and temperature for such diverse laboratory conditions as hydrous pyrolysis and rapid, programmed, open pyrolysis. PMOD calculations were compared to geologic observations for 22 wells in the Maracaibo basin. When permeability parameters are chosen to match calculated pore pressures with measured present day values, the PMOD calculations indicate that organic maturation reactions contribute a significant fraction of the overpressure during oil generation and early oil cracking. Calculations agreed with observed geochemical maturity parameters of the source rock. 37 refs., 64 figs., 20 tabs.

  8. Prevalence and Associated Factors of Insulin Resistance in Adults from Maracaibo City, Venezuela.

    PubMed

    Bermudez, Valmore; Salazar, Juan; Martínez, María Sofía; Chávez-Castillo, Mervin; Olivar, Luis Carlos; Calvo, María José; Palmar, Jim; Bautista, Jordan; Ramos, Eduardo; Cabrera, Mayela; Pachano, Freddy; Rojas, Joselyn

    2016-01-01

    Background and Aim. Insulin resistance (IR) is a prominent pathophysiologic component in a myriad of metabolic disorders, including obesity, prediabetes, and type 2 diabetes mellitus, which are common in our locality. The objective of this study was to determine the prevalence of IR and factors associated with this condition in an adult population from Maracaibo city, Venezuela. Methodology. A cross-sectional, descriptive study with multistaged randomized sampling was carried out in 2026 adults. IR was defined as HOMA2-IR ≥ 2. A multiple logistic regression model was constructed in order to evaluate factors associated with IR. Results. The prevalence of IR was 46.5% (n = 943), with 46.7% (n = 450) in the general population, 46.4% (n = 493) in females, and 47.90% (n = 970) in males (p = 0.895). IR prevalence tended to increase with age and was significantly greater in subjects aged ≥30 years (χ (2) = 16.726; p = 2.33 × 10(-4)). Employment, alcohol consumption, obesity, high triacylglycerides, low HDL-C, and dysglycemia were associated with greater odds of IR, whereas a high level of physical activity appeared to be weak protective factor against IR. Conclusions. The prevalence of IR is elevated in our locality. The main determinants of this condition appear to be the presence of obesity, high triacylglycerides, low HDL-C, dysglycemia, and alcohol intake. PMID:27579182

  9. Misoa formation sandstone diagenesis, blocks III and V, Maracaibo Basin, Venezuela

    SciTech Connect

    Manske, C.M. )

    1993-02-01

    The petroliferous Lower-Middle Eocene Misoa Formation of the central Maracaibo Basin, Venezuela, is considered an ideal rock unit for investigation of controls on reservoir diagenesis. The Misoa Formation of the central Basin is typically a fine to medium grained, moderately to well sorted sandstone, with shale interbeds, representing deposition in various delta front to shallow marine environments. Sandstones are mainly sublitharenites and quartzarenites. The diagenetic evolution of the Misoa Formation in Blocks III and V of the central Basin area has been established through quantitative basin modeling, and detailed petrographic analysis involving thin section study, scanning electron microscopy, and X-ray diffraction analysis. The reservoir sandstones have been substantially modified by diagenesis. Porosity enhancement has been created in these rocks through the dissolution of unstable framework grains and carbonate cements. A major control on dissolution may be organic acid flushing prior to hydrocarbon generation; a mechanism supported by quantitative basin modeling results. A second control on porosity enhancement and reservoir quality is extensive leaching by meteoric waters near the post-Eocene unconformity surface. Sandstones nearer this surface have excellent porosity and permeability, and display profuse leaching of grains, clays, carbonate cements, and even quartz. Although Misoa sediments were affected by basin-wide tectonism including initial Eocene subsidence, an extended period of post-Eocene uplift and erosion and Miocene subsidence, the paragenetic sequence appears uniform. This diagenetic scenario reflects early burial diagenesis, telediagenesis, and medium to late burial diagenesis stages. Authigenic minerals include various carbonate, silica, and clay phases. The clay mineral assemblage in this area is represented by common kaolinite, with subordinate discrete illite, and ordered mixed-layer and expandable mixed-layer illite/smectite, chlorite.

  10. Municipal waste processing apparatus

    DOEpatents

    Mayberry, J.L.

    1988-04-13

    This invention relates to apparatus for processing municipal waste, and more particularly to vibrating mesh screen conveyor systems for removing grit, glass, and other noncombustible materials from dry municipal waste. Municipal waste must be properly processed and disposed of so that it does not create health risks to the community. Generally, municipal waste, which may be collected in garbage trucks, dumpsters, or the like, is deposited in processing areas such as landfills. Land and environmental controls imposed on landfill operators by governmental bodies have increased in recent years, however, making landfill disposal of solid waste materials more expensive. 6 figs.

  11. Facies analysis and seismic stratigraphic interpretation of cored Paleocene carbonate sequence in Block III, Lake Maracaibo, Venezuela

    SciTech Connect

    Rodriguez, A.; Rampazzo, M.

    1988-01-01

    The cored Paleocene carbonate sequence found in wells VLC-812 and VLC-950, together with ditch samples from wells VLC-750 and VLC-693 in Block III, Lake Maracaibo, present a recurrent lithology which can be represented in seven sedimentary facies groups. The recognized facies range from a mollusk-rudstone to a sandy oolitic grainstone. The most important facies is a highly porous, oil-bearing grainstone. The above-mentioned facies were grouped into a facies assemblage which was then interpreted in terms of its depositional environment. A genetic facies model was constructed in order to explain lateral and vertical facies changes and for regional prediction purposes. This facies model predicts a commercial porosity development in a preferred orientation in the Block III area. A seismic-stratigraphic interpretation, which took into account the sedimentary facies model, documents a paleoshoreline at the time of the oolitic grainstone sedimentation. This finding confirmed the favorable prospective zones proposed by the sedimentary facies model for better porosity development in the carbonate sequence.

  12. Facies analysis and seismic stratigraphic interpretation of cored Paleocene carbonate sequence in Block III, Lake Maracaibo, Venezuela

    SciTech Connect

    Rodriguez, A.; Rampazzo, M. )

    1988-02-01

    The cored Paleocene carbonate sequence found in wells VLC-812 and VLC-950, together with ditch samples from wells VLC-750 and VLC-693 in Block III, Lake Maracaibo, present a recurrent lithology which can be represented in seven sedimentary facies groups. The recognized facies range from a mollusk-rudstone to a sandy oolitic grainstone. The most important facies is a highly porous, oil-bearing grainstone. The above-mentioned facies were grouped into a facies assemblage which was then interpreted in terms of its depositional environment. A genetic facies model was constructed in order to explain lateral and vertical facies changes and for regional prediction purposes. This facies model predicts a commercial porosity development in a preferred orientation in the Block III area. A seismic-stratigraphic interpretation, which took into account the sedimentary facies model, documents a paleoshoreline at the time of the oolitic grainstone sedimentation. This finding confirmed the favorable prospective zones proposed by the sedimentary facies model for better porosity development in the carbonate sequence. This sedimentary facies/seismic-stratigraphic model can form the basis for hydrocarbon exploitation and exploration for carbonate rocks with similar geological characteristics and most importantly can be used where there are widely spaced wells.

  13. Household energy use in urban Venezuela: Implications from surveys in Maracaibo, Valencia, Merida, and Barcelona-Puerto La Cruz

    SciTech Connect

    Figueroa, M.J.; Sathaye, J.

    1993-08-01

    This report identifies the most important results of a comparative analysis of household commercial energy use in Venezuelan urban cities. The use of modern fuels is widespread among all cities. Cooking consumes the largest share of urban household energy use. The survey documents no use of biomass and a negligible use of kerosene for cooking. LPG, natural gas, and kerosene are the main fuels available. LPG is the fuel choice of low-income households in all cities except Maracaibo, where 40% of all households use natural gas. Electricity consumption in Venezuela`s urban households is remarkably high compared with the levels used in households in comparable Latin American countries and in households of industrialized nations which confront harsher climatic conditions and, therefore, use electricity for water and space heating. The penetration of appliances in Venezuela`s urban households is very high. The appliances available on the market are inefficient, and there are inefficient patterns of energy use among the population. Climate conditions and the urban built form all play important roles in determining the high level of energy consumption in Venezuelan urban households. It is important to acknowledge the opportunities for introducing energy efficiency and conservation in Venezuela`s residential sector, particularly given current economic and financial constraints, which may hamper the future provision of energy services.

  14. Variations of Lipoprotein(a) Levels in the Metabolic Syndrome: A Report from the Maracaibo City Metabolic Syndrome Prevalence Study

    PubMed Central

    Bermúdez, Valmore; Rojas, Joselyn; Salazar, Juan; Bello, Luis; Áñez, Roberto; Toledo, Alexandra; Chacín, Maricarmen; Aguirre, Miguel; Villalobos, Marjorie; Chávez, Mervin; Martínez, María Sofía; Torres, Wheeler; Torres, Yaquelin; Mejías, José; Mengual, Edgardo; Rojas, Liliana; Sánchez de Rosales, Milagro; Quevedo, Ana; Cano, Raquel; Cabrera, Mayela; París, Rafael; Lubo, Adonías; Montiel, María; Cano, Climaco

    2013-01-01

    Background. Lipoprotein(a) [Lp(a)] is a known risk factor for cardiovascular disease, yet its influence on metabolic syndrome (MS) is still controversial. The purpose of this study was to assess the impact generated by this diagnosis in serum Lp(a) concentrations. Materials and Methods. A total of 1807 subjects of both genders (55.3% women and 44.7% men) belonging to the Maracaibo City Metabolic Syndrome Prevalence Study were evaluated. Results were expressed as Mean ± SD, determining differences through Student's t-test and One-Way ANOVA test. Multiple logistic regression models were utilized for analyzing factors associated with elevated serum Lp(a) levels and MS. Total cholesterol and LDL-C were corrected according to Lp(a)-Cholesterol when necessary. Results. No differences were found in Lp(a) values between genders; P = 0,292. The association between MS and the classification of Lp(a) was statistically significant (χ2 = 28.33; P < 0,0001), with greater levels in subjects with this diagnosis. In the univariate analysis, subjects with each of the separate diagnostic criteria showed higher serum Lp(a) concentrations, except for hyperglycemia. Conclusions. Lp(a) values exhibit important variations regarding MS and each of its components. Impaired fasting glucose appeared as a protecting factor against elevated Lp(a) concentrations, whereas its association with LDL-C and hs-CRP suggests a potential pro-inflammatory role. PMID:23710466

  15. The correlation of a multi-level porosity system with depositional cyclicity and log signatures: Deep Cretaceous reservoirs, Lake Maracaibo, Venezuela

    SciTech Connect

    Vahrenkamp, V.C.; Franssen, R.C.M.W. ); Graaff, E.W.J.E. van de ); Munoz, P.J. )

    1991-03-01

    The correlation of a multi-level porosity system with depositional cyclicity in cores from central Lake Maracaibo (SVS-225; SVS-229) allows indirect recognition of productive intervals on logs. Deep Cretaceous reservoirs of Lake Maracaibo include Barremanian to Turonian strata (Rio negro Sandstone, Cogollo Group, and La Luna Formation). In the shallow-water carbonates of the Cogollo Group, large-scale open-marine and restricted-marine cycles (thickness; 50-200 ft) are recognized in cores as well as on logs. Organic-rich and less organic-rich limestone layers (decimeter scale) of the deep-marine La Luna source rocks probably reflect Milankovitch cyclicity. Cogollo Group/La Luna reservoirs are characterized by a dual/triple porosity system related to depositional cyclicity. Open fractures act as highly productive fluid conduits while providing little storage capacity (upper level porosity system). Open fractures occur preferentially in open-marine depositional cycles of the Cogollo Group, and fractured intervals can therefore be recognized indirectly by their log signatures. In the La Luna Formation open fractures are concentrated in less organic rich layers. The lower porosity level provides mainly storage capacity but little permeability. It consists of stylolite and patchy intervals of matrix porosity. A network of closely spaced stylolites not only provides significant storage capacity (lower level system) but also serves as an intermediate permeability system connecting matrix porosity with open fractures. Comparison with cores and logs from other wells in the Lake Maracaibo region confirms the recognized cyclicity pattern and suggests regional validity of the reservoir model.

  16. Effects of Caribbean oceanic plateau shallow subduction on topographic uplift and exhumation of the northwestern Maracaibo block, Colombia

    NASA Astrophysics Data System (ADS)

    Sanchez, J.; Mann, P.

    2013-12-01

    The Maracaibo block in the northwestern South America is a triangular lithotectonic terrane bounded on its western edge by the Santa Marta-Bucaramanga left-lateral strike-slip fault and the Oca-Ancon right-lateral strike-slip fault on its northern edge. These faults bound two isolated Andean ranges within the Maracaibo block: the Sierra de Santa Marta massif (SSM) in the east whose highest point is 5700 m ASL, and the Serrania del Perija (SP) to the west, whose highest point is 3600 m ASL. The two ranges are separated by an elongate, NNE-trending sedimentary basin, the Cesar-Rancheria basin (CRB). Previous thermochronological studies in the region have shown three discrete exhumation pulses from Paleocene to Miocene that are attributed to various collisional and strike events along the Caribbean margin. However the tectonic origin of the late Neogene deformation that produced the isolated, high topography of the SSM and SP has remained unclear. To establish patterns of recent uplift and associate them with a specific tectonic mechanism affecting the area, we integrated the following results: 1) analysis of stream profiles using channel normalized steepness indices and identification of slope-break knickpoints as indicators of rock uplift; 2) integration of observations from geological maps; 3) interpretation of 2D onland seismic profiles; 4) analysis of published thermochronological data; and 5) analysis of 1D/2D basin model based on well subsidence analysis from the CRB. Our results from the extraction of 550 long stream profiles from different watersheds for the SSM and SP reveal: 1) undisturbed profiles at western flank of the northern SP characterized by a few vertical-step knickpoints associated with lithology changes; in contrast the eastern flank of the northern SP shows slope-break knickpoints and changes in steepness indices increasing by a factor of ~2, all indicative of active fault control affecting this area; 2) disturbed profiles in the elevated

  17. By analogy with late paleozoic orogeny in the Venezuelan Andes, Maracaibo Basin is en route to a granitic event

    SciTech Connect

    Shagam, R.; Giegengack, R.F.; Lutz, T.M.

    1985-01-01

    Postulated stages of orogeny in a continental crustal setting are:- 1. Stresses of plate convergence lead to block uplift and complementary basin subsidence. The basin fills with 12-14 km of illite-rich flysch (1km/3Ma). This about doubles the thickness of K-rich sial. 2. In situ heating of the flysch by radioactive decay provides a thermal gradient of c.35/sup 0/C/km and it is metamorphosed (pre-deformation) to greenschists facies. 3. After maximum crustal subsidence continued compression results in updoming of crust and overlying flysch. Cannibalism of flysch, cooling and mild subsidence follow; autometamorphism declines. 4. Thin deltaic-marine deposits complete basin fill over the meta-flysch. The unconformity (a span of only 5-10 Ma) is of minor import. 5. Resetting of the thermal profile of the depressed crust lags far behind that in the flysch. Parallels to the above in the Maracalbo basin fill are: -thickness (approx.11km), nature (flysch abounds), rate of deposition (c.1km/3-4Ma), thermal gradient (c.33/sup 0/C/km) and overall tesselar shape. Presence of impermeable strata in the Maracaibo Basin suggests that large-scale fluid convection is inhibited; conductive models of heat transfer can be used. Computer modeling suggests that radiogenic heat, augmented by exothermic oxidation of organic matter, and with a normal mantle heat flow will explain the autometamorphism of the flysch. Alternative orogenic models invoking pull-apart basins do not explain the great thickness of sediments and absence of volcanic activity.

  18. Addressing the municipal market

    SciTech Connect

    Mullin, R.

    1993-05-12

    Most municipalities employ simple, fairly inexpensive water treatment regimes, which is why some large industrial treatment firms stay away from the municipal market, despite rapid growth in the sector. Of the $625 million/year spent for US wastewater treatment, 46% is for municipalities, up 14.5% from 1987. Waste treatment in general grew by 12% in that period, according to Kline Co. (Fairfield, NJ). Some of the challenges facing municipalities in the Clean Water Act reauthorization bills are metals-contaminated sediments and storm water containment and treatment. Bill Tullos, business manager for chlor-alkali at Elf Atochem North America, does not foresee a phaseout of chlorine-based products used as disinfectant in drinking water treatment by municipalities, or as a wastewater treatment in municipal and industrial use. [open quotes]Alternatives are not as effective and are more expensive,[close quotes] says Tullos. [open quotes]There was some promise with ozone, but unfortunately it tends to tear apart your corrosion and scale inhibitors. Chlorine also provides residual protection from contamination all along the water line system.[close quotes] Tullos adds that the formation of tetrahydromethane-one of the problems of using chlorine-based products-can be avoided by screening out the hydrocarbons first and then adding chlorine.

  19. Wind Power for Municipal Utilities

    SciTech Connect

    Not Available

    2002-10-01

    Wind Power for Municipal Utilities is a trifold brochure that strives to educate municipal utility owners and operators about the benefits of investing in wind power development. It provides examples of municipal utilities that have successful wind energy projects and supportive statements from industry members.

  20. Atmospheric deposition of SO 4-S and (NH 4+NO 3)-N at two rural sites in the Western Maracaibo Lake Basin, Venezuela

    NASA Astrophysics Data System (ADS)

    Morales, Jose Agustin; Bifano, Claudio; Escalona, Andres

    Rain samples were collected by events from November 1988 to November 1989 at La Esperanza and Catatumbo sites. Dry deposition was collected only at La Esperanza. Volume weighted average pH values of the rainfall samples were between 4.23 and 4.64, individual samples reaching as low as pH 3.0. An excess of sulfate greater than 96% was obtained at both sites. The wet deposition of hydronium and sulfate showed the same seasonal cycle. The highest inputs were obtained in April during the early rainy season, and November which is the second peak rainfall period. The amounts of (NH 4+NO 3)-N ha -1 yr -1 added by wet deposition ranged from 5.2 kg at La Esperanza to 11.4 kg at Catatumbo (ammonium accounts for about 67% of these amounts), and the corresponding amounts of SO 4-S deposited ranged from 10.5 to 12.5 kg, respectively. These amounts of S and N annually deposited by precipitation are substantially higher than those found in eastern Venezuelan sites, and slightly lower than the values reported for rural areas of Europe and North America. In La Esperanza it was estimated that wet deposition accounts for about 93% of the inorganic-N and for about 80% of the SO 4-S annually added by dry and wet deposition. It is envisaged that in Lake Maracaibo Basin large argricultural and uncultivated land areas downwind of the El Tablazo Petrochemical Complex, Cardon-Amuay and, probably, the Aruba-Curacao refineries and urban Maracaibo might already be affected by anthropogenic air pollution as evidenced by the higher level of H +, SO -24, NO -3 and NH +4 wet deposition found at the La Esperanza and Catatumbo sites in comparison with other rural sites in Venezuela.

  1. Municipal waste processing apparatus

    DOEpatents

    Mayberry, John L.

    1988-01-01

    Municipal waste materials are processed by crushing the materials so that pieces of noncombustible material are smaller than a selected size and pieces of combustible material are larger than the selected size. The crushed materials are placed on a vibrating mesh screen conveyor belt having openings which pass the smaller, noncombustible pieces of material, but do not pass the larger, combustible pieces of material. Pieces of material which become lodged in the openings of the conveyor belt may be removed by cylindrical deraggers or pressurized air. The crushed materials may be fed onto the conveyor belt by a vibrating feed plate which shakes the materials so that they tend to lie flat.

  2. Municipal waste processing apparatus

    DOEpatents

    Mayberry, John L.

    1989-01-01

    Municipal waste materials are processed by crushing the materials so that pieces of noncombustible material are smaller than a selected size and pieces of combustible material are larger than the selected size. The crushed materials are placed on a vibrating mesh screen conveyor belt having openings which pass the smaller, noncombustible pieces of material, but do not pass the larger, combustible pieces of material. Consecutive conveyors may be connected by an intermediate vibratory plate. An air knife can be used to further separate materials based on weight.

  3. Energy Management in Municipal Buildings.

    ERIC Educational Resources Information Center

    Massachusetts State Dept. of Community Affairs, Boston. Energy Conservation Project.

    This manual is written for the manager or supervisor responsible for instituting an energy management program for municipal buildings. An introduction discusses the management issues facing municipal government in dealing with the need to reduce energy consumption. The guide reviews methods for central coordination of activity to ensure that…

  4. Prioritizing pharmaceuticals in municipal wastewater

    EPA Science Inventory

    Oral presentation at SETAC North America 32nd annual meeting, describing our prioritization of active pharmaceutical ingredients (APIs), based on estimates of risks posed by API residues originating from municipal wastewater. Goals of this project include prioritization of APIs f...

  5. MUNICIPAL WASTEWATER SLUDGE COMBUSTION TECHNOLOGY

    EPA Science Inventory

    The publication describes and evaluates the various municipal sludge combustion systems. It also emphasizes the necessity for considering and evaluating the costs involved in the total sludge management train, including dewatering, combustion, air pollution control, and ash dispo...

  6. DESIGN MANUAL: MUNICIPAL WASTEWATER DISINFECTION

    EPA Science Inventory

    This manual provides a comprehensive source of information to be used in the design of disinfection facilities for municipal wastewater treatment plants. he manual includes design information on halogenation/dehalogenation, ozonation, and ultraviolet radiation. he manual presents...

  7. Enduring values of municipal utilities

    SciTech Connect

    Telly, C.S.; Grove, J.F.

    1981-05-01

    The value of municipal utilities is assessed in terms of their social responsibility, the political responsiveness of the owners, and pricing policy - issues which conflict with the traditional concept of corporate responsibility to the shareholder and which reveal a growing demand for accountability. Although municipal utilities are only a small part of the economic, legal, and political setting, they contribute as a small, locally-controlled natural monopoly to the American goals of democracy and self-determination. (DCK)

  8. Municipal landfill leachate management

    SciTech Connect

    Kusterer, T.; Willson, R.; Bruce, S.C.; Tissue, E. Lou, P.J.

    1998-12-31

    From 1995 to 1997, the Montgomery County Leachate Pretreatment Facility (MCLPF) has successfully pretreated in excess of 18,000,000 gallons of leachate generated by the county`s municipal solid waste landfill. The collection system directs leachate from the original landfill. The collection system directs leachate from the original landfill, the new lined section, and the ash cell to the leachate pump station. The leachate, prior to being pumped to the leachate pretreatment system, is equalized in two storage lagoons with a combined capacity of more than 5,000,000 gallons. The innovative leachate treatment system, incorporating a biological reactor system equipped with a submerged fixed-film reactor using a patented Matrix Biological Film (MBF) media, continues to provide excellent pretreatment results for the leachate generated at the Oaks Landfill in Montgomery County, Maryland. In 1995 and 1996, the system responded to the substantial challenges imposed by the changing characteristics of the material being landfilled and by the significant amounts of incinerator ash, received in 1995 from the county`s resource recovery facility (RRF), which influenced the influent leachate characteristics.

  9. Photovoltaics for municipal planners

    SciTech Connect

    Not Available

    1993-04-01

    This booklet is intended for city and county government personnel, as well as community organizations, who deal with supplying, regulating, or recommending electric power resources. Specifically, this document deals with photovoltaic (PV) power, or power from solar cells, which is currently the most cost-effective energy source for electricity requirements that are relatively small, located in isolated areas, or difficult to serve with conventional technology. Recently, PV has been documented to be more cost-effective than conventional alternatives (such as line extensions or engine generators) in dozens of applications within the service territories of electric, gas, and communications utilities. Here, we document numerous cost-effective urban applications, chosen by planners and utilities because they were the most cost-effective option or because they were appropriate for environmental or logistical reasons. These applications occur within various municipal departments, including utility, parks and recreation, traffic engineering, transportation, and planning, and they include lighting applications, communications equipment, corrosion protection, irrigation control equipment, remote monitoring, and even portable power supplies for emergency situations.

  10. Municipal water consumption forecast accuracy

    NASA Astrophysics Data System (ADS)

    Fullerton, Thomas M.; Molina, Angel L.

    2010-06-01

    Municipal water consumption planning is an active area of research because of infrastructure construction and maintenance costs, supply constraints, and water quality assurance. In spite of that, relatively few water forecast accuracy assessments have been completed to date, although some internal documentation may exist as part of the proprietary "grey literature." This study utilizes a data set of previously published municipal consumption forecasts to partially fill that gap in the empirical water economics literature. Previously published municipal water econometric forecasts for three public utilities are examined for predictive accuracy against two random walk benchmarks commonly used in regional analyses. Descriptive metrics used to quantify forecast accuracy include root-mean-square error and Theil inequality statistics. Formal statistical assessments are completed using four-pronged error differential regression F tests. Similar to studies for other metropolitan econometric forecasts in areas with similar demographic and labor market characteristics, model predictive performances for the municipal water aggregates in this effort are mixed for each of the municipalities included in the sample. Given the competitiveness of the benchmarks, analysts should employ care when utilizing econometric forecasts of municipal water consumption for planning purposes, comparing them to recent historical observations and trends to insure reliability. Comparative results using data from other markets, including regions facing differing labor and demographic conditions, would also be helpful.

  11. Energy from Municipal Waste Program

    NASA Astrophysics Data System (ADS)

    1992-05-01

    Each year Americans throw away 3 quads of energy in the form of municipal waste and pay 6 billion dollars for the privilege. Only about 21 percent of our municipal wastes are used productively to generate electricity or produce new products by recycling. In 1990, waste-to-energy (WTE) plants and recycling efforts contributed roughly half a quad of energy in the form of electricity and reduced energy use. This productive use of waste avoided the disposal of about 50 million tons of wastes to landfills in that year. The Administration National Energy Strategy (NES) estimates that with proper Federal, State, local, and private action the electric generating capacity of WTE facilities could increase 600 percent by 2010 and by over 1200 percent by 2030, compared to 1990 capacity. This would result in about 55 gigawatts (GW) of capacity by 2030, up from roughly 4 GW today. The Department of Energy (DOE) supports an integrated approach to waste management that includes source reduction, WTE, recycling, and landfilling as complementary pieces of a solution to the municipal waste disposal problem. The Energy from Municipal Waste Program, described in this plan, seeks to minimize the productive use of municipal waste as an energy resource to improving its economic and environmental characteristics. While the Program focuses on WTE systems, it is conducted as part of a larger Federal effort that includes source reduction and recycling of wastes to save energy.

  12. Municipal treatment plant sludge management

    SciTech Connect

    Not Available

    1986-01-01

    This book presents the papers given at a conference on the processing of municipal wastes. Topics considered at the conference included closed-loop thermal sludge processing, bioenergy, the Hyperion energy recovery system, sludge drying, fluidized bed sludge incineration with supplemental coal firing and power generation, a sludge to oil reactor system, and energy recovery from anaerobic digestion.

  13. Composting of municipal solid waste.

    PubMed

    Kumar, Sunil

    2011-06-01

    This paper reviews the literature on the composting process, which is one of the technological options for the processing of municipal solid wastes (MSWs). The process assumes a great significance, particularly from the point of its economic viability, capability for recycling of nutrients and waste minimization with minimum environmental problems. A number of studies on various aspects of the composting process, including process control and monitoring parameters such as temperature, pH, moisture content, aeration, and porosity are reviewed. Salient observations on microbial properties of composting are described and details of vermicomposting, as well as a detailed analysis of patents on composting of MSW, are presented. PMID:20854128

  14. Ethanol from municipal cellulosic wastes

    NASA Astrophysics Data System (ADS)

    Parker, A. J., Jr.; Timbario, T. J.; Mulloney, J. A., Jr.

    This paper addresses the use of municipal cellulosic wastes as a feedstock for producing ethanol fuels, and describes the application of enzymatic hydrolysis technology for their production. The concept incorporates recent process technology developments within the framework of an existing industry familiar with large-scale ethanol fermentation (the brewing industry). Preliminary indications are that the cost of producing ethanol via enzymatic hydrolysis in an existing plant with minimal facility modifications (low capital investment) can be significantly less than that of ethanol from grain fermentation.

  15. Municipal solid waste recycling issues

    SciTech Connect

    Lave, L.B.; Hendrickson, C.T.; Conway-Schempf, N.M.; McMichael, F.C.

    1999-10-01

    Municipal solid waste (MSW) recycling targets have been set nationally and in many states. Unfortunately, the definitions of recycling, rates of recycling, and the appropriate components of MSW vary. MSW recycling has been found to be costly for most municipalities compared to landfill disposal. MSW recycling policy should be determined by the cost to the community and to society more generally. In particular, recycling is a good policy only if environmental impacts and the resources used to collect, sort, and recycle a material are less than the environmental impacts and resources needed to provide equivalent virgin material plus the resources needed to dispose of the postconsumer material safely. From a review of the existing economic experience with recycling and an analysis of the environmental benefits (including estimation of external social costs), the authors find that, for most communities, curbside recycling is only justifiable for some postconsumer waste, such as aluminum and other metals. They argue that alternatives to curbside recycling collection should be explored, including product takeback for products with a toxic content (such as batteries) or product redesign to permit more effective product remanufacture.

  16. 40 CFR 40.115-4 - Municipality.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... 40 Protection of Environment 1 2014-07-01 2014-07-01 false Municipality. 40.115-4 Section 40.115-4 Protection of Environment ENVIRONMENTAL PROTECTION AGENCY GRANTS AND OTHER FEDERAL ASSISTANCE RESEARCH AND DEMONSTRATION GRANTS § 40.115-4 Municipality. (a) Under the Federal Water Pollution Control Act, a city, town, borough, county,...

  17. 40 CFR 40.115-4 - Municipality.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... 40 Protection of Environment 1 2013-07-01 2013-07-01 false Municipality. 40.115-4 Section 40.115-4 Protection of Environment ENVIRONMENTAL PROTECTION AGENCY GRANTS AND OTHER FEDERAL ASSISTANCE RESEARCH AND DEMONSTRATION GRANTS § 40.115-4 Municipality. (a) Under the Federal Water Pollution Control Act, a city, town, borough, county,...

  18. CONVERSION OF MUNICIPAL SLUDGE TO OIL

    EPA Science Inventory

    Thermal conversion of municipal sludge to oil has been investigated as a viable alternative for ultimate sludge disposal due to generation of energy. The conversion process using water as a solvent was evaluated in a batch mode using primary and secondary municipal sludges. A wel...

  19. Orientation to Municipal Wastewater Treatment. Training Manual.

    ERIC Educational Resources Information Center

    Office of Water Program Operations (EPA), Cincinnati, OH. National Training and Operational Technology Center.

    Introductory-level material on municipal wastewater treatment facilities and processes is presented. Course topics include sources and characteristics of municipal wastewaters; objectives of wastewater treatment; design, operation, and maintenance factors; performance testing; plant staffing; and laboratory considerations. Chapter topics include…

  20. Emergency Planning for Municipal Wastewater Treatment Facilities.

    ERIC Educational Resources Information Center

    Lemon, R. A.; And Others

    This manual for the development of emergency operating plans for municipal wastewater treatment systems was compiled using information provided by over two hundred municipal treatment systems. It covers emergencies caused by natural disasters, civil disorders and strikes, faulty maintenance, negligent operation, and accidents. The effects of such…

  1. Municipal waste thermal oxidation system

    SciTech Connect

    Pope, G.M.; Kerr, D.F.

    1990-07-17

    This patent describes a municipal waste incinerator. It comprises: a primary combustion chamber for receiving waste materials to be burned to yield combustion gases; means for transporting the combustion gases to a secondary combustion unit for re-igniting the combustion gases; the secondary combustion unit including a chamber having a bottom feed opening for receiving the combustion gases, a top exhaust opening, and an intermediate choke and air mixing section; an air mixing means disposed in the air mixing section for supplying outside air from points around the periphery of the air mixing section, and being directed toward the center thereof; means for forming a flue gas cone having an upwardly directed apex, the cone forming means including the intermediate choke and the air-mixing means; and re-ignition burners.

  2. Biogasification of municipal solid wastes

    NASA Astrophysics Data System (ADS)

    Diaz, L. F.; Savage, G. M.; Trezek, G. J.; Golueke, C. G.

    1981-06-01

    A series of experiments on the anaerobic digestion of the organic fraction of municipal refuse was performed. The refuse fraction used in the study was one of the portions segregated in a resource recovery system developed at the University of California, Berkeley. The scale of experiments includes 4, 9, and 1600-L digesters. The refuse used as feed was enriched by the addition of raw sewage sludge in various ratios, i.e., from 0-100 percent of the total volatile solids. No other sources of nutrients or chemicals for pH control were introduced into the reactors. Organic loading rates ranging from 1.1-6.4 g of volatile solids/Ld were obtained. Typical hydraulic detention times were 15 to 30 days. Temperatures were kept within the range of 72-104 F (22-40 C). Digestion efficiency was based on energy conversion and gas production.

  3. ENERGY REQUIREMENTS FOR MUNICIPAL POLLUTION CONTROL FACILITIES

    EPA Science Inventory

    This report presents information on energy requirements in municipal pollution control facilities for several major areas of interest. (1) Pumping energy for filtration and granular carbon adsorption of secondary effluent - Pumping requirements are developed for all elements of t...

  4. Pyrethroid insecticides in municipal wastewater.

    PubMed

    Weston, Donald P; Ramil, Heather L; Lydy, Michael J

    2013-11-01

    Pyrethroids are widely used insecticides, but minimal information has been published on their presence in municipal wastewater in the United States. Pyrethroids in wastewater from the Sacramento, California, USA, area consisted of permethrin, bifenthrin, cypermethrin, and cyhalothrin, with a combined concentration of 200 ng/L to 500 ng/L. Sampling within the wastewater collection system leading to the treatment plant suggested pyrethroids did not originate primarily from urban runoff, but could be from any of several drain disposal practices. Wastewater from residential areas was similar in pyrethroid composition and concentration to that from the larger metropolitan area as a whole. Secondary treatment removed approximately 90% of pyrethroids, but those remaining exceeded concentrations acutely toxic to sensitive species. Toxicity to the amphipod, Hyalella azteca, was consistently evident in the final effluent. The large river into which this particular plant discharged provided sufficient dilution such that pyrethroids were undetected in the river, and there was only slight toxicity of unknown cause in 1 river sample, but effects in receiving waters elsewhere will be site-specific. PMID:23893650

  5. Is Municipal Solid Waste Recycling Economically Efficient?

    NASA Astrophysics Data System (ADS)

    Lavee, Doron

    2007-12-01

    It has traditionally been argued that recycling municipal solid waste (MSW) is usually not economically viable and that only when externalities, long-term dynamic considerations, and/or the entire product life cycle are taken into account, recycling becomes worthwhile from a social point of view. This article explores the results of a wide study conducted in Israel in the years 2000 2004. Our results reveal that recycling is optimal more often than usually claimed, even when externality considerations are ignored. The study is unique in the tools it uses to explore the efficiency of recycling: a computer-based simulation applied to an extensive database. We developed a simulation for assessing the costs of handling and treating MSW under different waste-management systems and used this simulation to explore possible cost reductions obtained by designating some of the waste (otherwise sent to landfill) to recycling. We ran the simulation on data from 79 municipalities in Israel that produce over 60% of MSW in Israel. For each municipality, we were able to arrive at an optimal method of waste management and compare the costs associated with 100% landfilling to the costs born by the municipality when some of the waste is recycled. Our results indicate that for 51% of the municipalities, it would be efficient to adopt recycling, even without accounting for externality costs. We found that by adopting recycling, municipalities would be able to reduce direct costs by an average of 11%. Through interviews conducted with representatives of municipalities, we were also able to identify obstacles to the utilization of recycling, answering in part the question of why actual recycling levels in Israel are lower than our model predicts they should be.

  6. Municipal solid wastes and their disposal.

    PubMed Central

    Stone, R

    1978-01-01

    A brief overview is given of the sources, characteristics, and toxic constituents of municipal solid wastes. Several methods are presented for handling, treating, and disposal of solid wastes. Monitoring the landfill site is necessary; there has been a trend to recognize that municipal solid wastes may be hazardous and to provide separate secure handling, treatment, and disposal for their dangerous constituents. Under current state and Federal regulations, permits are being required to assure that proper handling of conventional solid wastes and more hazardous constituents are carefully managed. PMID:738240

  7. MUNICIPAL WATER POLLUTION CONTROL ABSTRACTS: NOVEMBER 1976-OCTOBER 1977

    EPA Science Inventory

    The Franklin Institute Research Laboratories, Science Information Services Department, prepared for the Environmental Protection Agency Volume 4 of the Municipal Technology Bulletin, a current-awareness abstracting bulletin covering methods of municipal waste water treatment, pro...

  8. MUNICIPAL WATER POLLUTION CONTROL ABSTRACTS: MAY-OCTOBER 1976

    EPA Science Inventory

    The Franklin Institute Research Laboratories, Science Information Services Department prepared for the Environmental Protection Agency, Volume 4 of a monthly current-awareness abstracting bulletin, Municipal Technology Bulletin, which dealt with methods of municipal waste water t...

  9. MUNICIPAL WATER POLLUTION CONTROL ABSTRACTS: APRIL 1975-MARCH 1976

    EPA Science Inventory

    The Franklin Institute Research Laboratories, Science Information Services Department prepared for the Environmental Protection Agency, Volume 3 of a monthly current-awareness abstracting bulletin, Municipal Technology Bulletin, which dealt with methods of municipal waste water t...

  10. 130. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LIGHTING DETAILS. ...

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

    130. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LIGHTING DETAILS. Sheet 11 of 11 (#3284) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  11. 129. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LIGHTING DIAGRAM. ...

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

    129. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LIGHTING DIAGRAM. Sheet lO of 11 (#3283) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  12. 124. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: RAMP DETAILS ...

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

    124. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: RAMP DETAILS Sheet 6 of 11 (#3278) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  13. 120. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF ...

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

    120. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF EXISTING PIER Sheet 2 of 11 (#3274) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  14. 126. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: EXTENSION DETAILS ...

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

    126. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: EXTENSION DETAILS Sheet 7 of 11 (#3280) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  15. 127. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: FRAMING DETAILS ...

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

    127. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: FRAMING DETAILS Sheet 8 of 11 (#3281) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  16. 121. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF ...

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

    121. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF EXISTING PIER Sheet 3 of 11 (#3275) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  17. 122. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF ...

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

    122. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF EXTENSION TO PIER Sheet 4 of 11 (#3276) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  18. 125. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: MODIFIED RAMP ...

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

    125. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: MODIFIED RAMP DETAILS Sheet 6A of 11 (#3279) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  19. 110. PLAN AND ELEVATION OF HUNTINGTON BEACH MUNICIPAL PIER: PIER ...

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

    110. PLAN AND ELEVATION OF HUNTINGTON BEACH MUNICIPAL PIER: PIER APPROACH TO MID-SECTION Sheet 1 of 9 (#3252) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  20. 128. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: BOAT LANDING ...

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

    128. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: BOAT LANDING DETAILS Sheet 9 of 11 (#3282) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  1. 123. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: REPAIR DETAILS ...

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

    123. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: REPAIR DETAILS Sheet 5 of 11 (#3277) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  2. 111. PLAN AND ELEVATION OF HUNTINGTON BEACH MUNICIPAL PIER: PIER ...

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

    111. PLAN AND ELEVATION OF HUNTINGTON BEACH MUNICIPAL PIER: PIER MID-SECTION TO END Sheet 2 of 9 (#3253) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  3. 40 CFR 230.50 - Municipal and private water supplies.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... Potential Effects on Human Use Characteristics § 230.50 Municipal and private water supplies. (a) Municipal and private water supplies consist of surface water or ground water which is directed to the intake of... 40 Protection of Environment 26 2013-07-01 2013-07-01 false Municipal and private water...

  4. 40 CFR 230.50 - Municipal and private water supplies.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... Potential Effects on Human Use Characteristics § 230.50 Municipal and private water supplies. (a) Municipal and private water supplies consist of surface water or ground water which is directed to the intake of... 40 Protection of Environment 26 2012-07-01 2011-07-01 true Municipal and private water...

  5. 40 CFR 230.50 - Municipal and private water supplies.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... Potential Effects on Human Use Characteristics § 230.50 Municipal and private water supplies. (a) Municipal and private water supplies consist of surface water or ground water which is directed to the intake of... 40 Protection of Environment 25 2014-07-01 2014-07-01 false Municipal and private water...

  6. Doing business with business: Municipal utility energy audits

    SciTech Connect

    1995-12-01

    This article is a review of the ways in which municipal utilities can use energy audits to identify the energy efficiency measures that are most effective for themselves and their customers. Two examples, Osage Municipal Utilities in Iowa and Sacramento Municipal Utility District in California, are used to illustrate the strategies that are most cost effective.

  7. Municipal Underbounding: Annexation and Racial Exclusion in Small Southern Towns

    ERIC Educational Resources Information Center

    Lichter, Daniel T.; Parisi, Domenico; Grice, Steven Michael; Taquino, Michael

    2007-01-01

    This paper examines patterns of annexation, including municipal "underbounding," in nonmetropolitan towns in the South; that is, whether blacks living adjacent to municipalities are systematically excluded from incorporation. Annexation--or the lack of annexation--can be a political tool used by municipal leaders to exclude disadvantaged or…

  8. 40 CFR 230.50 - Municipal and private water supplies.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... 40 Protection of Environment 24 2010-07-01 2010-07-01 false Municipal and private water supplies... Potential Effects on Human Use Characteristics § 230.50 Municipal and private water supplies. (a) Municipal and private water supplies consist of surface water or ground water which is directed to the intake...

  9. 75 FR 54465 - Temporary Registration of Municipal Advisors

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-09-08

    ... Commission is adopting an interim final temporary rule that establishes a means for municipal advisors, as... becomes effective on October 1, 2010, meaning that municipal advisors must be registered on that date in... Section 975(e) of the Dodd-Frank Act, defines the term ``municipal advisor'' to mean a person (who is...

  10. 36 CFR 251.9 - Management of Municipal Watersheds.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... LAND USES Miscellaneous Land Uses Natural Resources Control § 251.9 Management of Municipal Watersheds... multiple use prescriptions in forest plans (36 CFR part 219). When a municipality desires protective...; and any resources that are to be provided by the municipality. (d) A special use authorization (36...

  11. STRIP MINE RECLAMATION WITH MUNICIPAL SLUDGE

    EPA Science Inventory

    Stabilized municipal sludge was used on three 4-ha demonstration plots of acidic stripmined land. Liquid digested, dewatered, and sludges were used at variable rates to supply and maintain nutrients for vegetating the plots with a grass-legume mixture. All rates resulted in a lus...

  12. DESIGN MANUAL: DEWATERING MUNICIPAL WASTEWATER SLUDGES

    EPA Science Inventory

    This manual discusses the many factors involved in selecting and designing dewatering equipment for organic sludges produced during primary and secondary municipal wastewater treatment. ive-step approach is outlined for the selection and design of the dewatering equipment for eit...

  13. TREATMENT OF MUNICIPAL SLUDGE FOR PATHOGEN REDUCTION

    EPA Science Inventory

    This presentation reviews the pathogenic microorganisms that may be found in municipal sewage sludge and the commonly employed Class A and B processes for controlling pathogens. It notes how extensively they are used and discusses issues and concerns with their application. The...

  14. 40 CFR 40.115-4 - Municipality.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... DEMONSTRATION GRANTS § 40.115-4 Municipality. (a) Under the Federal Water Pollution Control Act, a city, town... 208 of the act. (b) Under the Resource Conservation and Recovery Act, a city, town, borough, county... planning or administration of solid waste management, or an Indian tribe or authorized tribal...

  15. 40 CFR 40.115-4 - Municipality.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... DEMONSTRATION GRANTS § 40.115-4 Municipality. (a) Under the Federal Water Pollution Control Act, a city, town... 208 of the act. (b) Under the Resource Conservation and Recovery Act, a city, town, borough, county... planning or administration of solid waste management, or an Indian tribe or authorized tribal...

  16. 40 CFR 40.115-4 - Municipality.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... DEMONSTRATION GRANTS § 40.115-4 Municipality. (a) Under the Federal Water Pollution Control Act, a city, town... 208 of the act. (b) Under the Resource Conservation and Recovery Act, a city, town, borough, county... planning or administration of solid waste management, or an Indian tribe or authorized tribal...

  17. DESIGN MANUAL: LAND APPLICATION OF MUNICIPAL SLUDGE

    EPA Science Inventory

    A rational procedure is presented in this manual for the design of municipal sludge land application systems. he utilization of sludge in agriculture and forestry, reclamation of disturbed and marginal lands, and dedicated high-rate surface disposal practices are discussed in det...

  18. CP corrosion control of municipal infrastructure

    SciTech Connect

    Gummow, R.A.

    2000-02-01

    Since its introduction in 1824, cathodic protection (CP) technology has developed to become a fundamental tool for preventing corrosion on municipal infrastructure. Potable water storage tanks and piping, prestressed concrete cylinder pipe, reinforced concrete structures, bridges, parking structures, underground fuel tanks, and effluent treatment clarifiers now benefit from this technology.

  19. GENOTOXIC PROPERTIES OF MUNICIPAL WASTEWATERS IN OHIO

    EPA Science Inventory

    Wastewaters from six municipal wastewater treatment plants in Ohio were tested at different stages of treatment for mutagenicity in the Ames/Salmonella assay. The chlorinated secondary effluents were also evaluated for induction of sister chromatid exchanges in Chinese hamster ov...

  20. CONNECTICUT MUNICIPAL AND PRIVATE OPEN SPACE

    EPA Science Inventory

    This is a 1:24,000-scale datalayer of property owned by Connecticut municipalities and private organizations for the purpose of preserving open space. It is a polygon Shapefile that primarily includes land conservation trust property, town open space, parks, school playgrounds, ...

  1. PHENOXYALKANOIC ACID HERBICIDES IN MUNICIPAL LANDFILL LEACHATES

    EPA Science Inventory

    Analysis of leachates from six U.S. municipal landfills revealed the presence of chlorinated 2-phenoxypropionic acid herbicides; however, none of the more widely used acetic acid analogues was present at quantifiable levels. ll of the leachates contained MCPP. ,4-DP and silvex we...

  2. 78 FR 67467 - Registration of Municipal Advisors

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-11-12

    ... Exchange Act Release No. 62824 (September 1, 2010), 75 FR 54465 (September 8, 2010) (``Temporary... (December 20, 2010), 76 FR 824 (January 6, 2011) (``Proposal''). \\7\\ See Rule 15Ba2-6T and Securities... business conduct standards for swap dealers with respect to their interactions with municipal entities...

  3. Municipal Theater of Lima: Reconstruction after fire

    NASA Astrophysics Data System (ADS)

    Moy, Jorge; Segami, Mario; Ferrari, Jose; Moscoso, Richard A.

    2002-11-01

    The Municipal Theater of Lima was inaugurated on 28 July 1920 as the Forero Theater and was acquired by the Metropolitan Municipality of Lima in 1929. On 2 August 1998 it was partially destroyed by fire. The damage to the audience area was minimal, allowing complete restoration. However, the stage was destroyed, which required a complete reconstruction. The Municipality of Lima launched a project competition for its reconstruction and restoration the results of which were known in 2001. One of the objectives was the correction of well-known acoustical defects, which had been never solved. The results of computer simulations of the original theater with a commercially available ray-tracing-type computer program will be presented, showing its acoustical evaluation and available options to correct the acoustical defects. The acquisition of five lots around the theater site will allow increases in the fly tower, the dressing rooms, the pit, and the shops. There are plans for the modernization of the technical and mechanical services, the accesses, the air-conditioning system, and security as well. These modifications will allow all types of presentations of contemporary arts. Retaking its position as first in the national scene, the Municipal Theater will be able to house sophisticated national and international performances.

  4. Tapping Resources in Municipal Solid Waste

    ERIC Educational Resources Information Center

    Blum, S. L.

    1976-01-01

    Municipal solid waste disposal is becoming complex as costs, wastes, and environmental restrictions increase. Recovery and recycling of materials presents problems of financing, ownership, and operation, technology, and marketing. Energy and materials recovery offers long-term economic and environmental incentives in terms of growing shortages and…

  5. PYROLYSIS OF MUNICIPAL AND INDUSTRIAL WASTE

    EPA Science Inventory

    The paper provides a historical overview of some 21 U.S. research and development activities associated with municipal/industrial waste and biomass conversion-to-energy pyrolysis technologies. The history begins in the early 1970's and is brought forward to the present. Of the 21...

  6. Development of Microbial Assays for Municipal Sludge

    EPA Science Inventory

    Following a review of the Federal regulations and the supporting science for land application of municipal sludge, The National Research Council (NRC) recommended that the analytical methods used for determining the density of microorganisms in biosolids be validated by multi-lab...

  7. Ecologically based municipal land use planning

    SciTech Connect

    Honachefsky, W.B.

    2000-07-01

    The book presents compelling evidence and sound arguments that make the case for sound land use policies that will reduce sprawl. The book provides easily understood solutions for municipal land planners dealing with urban sprawl; discusses ecological resources; emphasizes the use of new environmental indicators; and includes the use of the Geographic Information System (GIS) to problem solving.

  8. MUNICIPAL WASTE COMBUSTION ASSESSMENT: FLUIDIZED BED COMBUSTION

    EPA Science Inventory

    The report documents the results of an assessment of fluidized bed combustors (FBCs) to minimize air emissions from municipal waste combustors (MWCs). Objectives of the assessment were to identify the population of existing and planned refuse fired FBC facilities in the U.S., exa...

  9. Municipal Finance: The Duke Law Journal Symposium.

    ERIC Educational Resources Information Center

    Duke Univ., Durham, NC.

    This special issue addresses many of the more salient aspects of municipal finance. Colin Blaydon and Steven Gilford survey a number of social and economic issues that lie at the heart of any attempt to deal meaningfully with the current urban crisis. Donna Shalala and Carol Bellamy focus on the state's attempts to meet the financial emergency…

  10. Conversion of municipal solid waste to chemicals

    SciTech Connect

    Abraham, T.J. Jr.

    1985-01-01

    The problem of waste disposal by municipalities is becoming a growing burden on local communities in the United States. At present, there is very little research being conducted to address the problem of municipal solid waste (MSW) disposal even though MSW could be considered a potentially vast resource. There are technically feasible processes available for the conversion of MSW to energy and these processes are being reviewed by local governments with some interest. These processes, however, are typically marginally economical at best. A more promising approach to the problem of MSW disposal might be the conversion of MSW to high value-added chemicals. This dissertation addresses the above problem by exploring the economics of the production of three chemical, ethanol, ethylene glycol and acetic acid, from MSW derived syngas.

  11. Sensor placement for municipal water networks.

    SciTech Connect

    Watson, Jean-Paul; Berry, Jonathan W.; Phillips, Cynthia Ann; Boman, Erik Gunnar; Hart, David Blaine; Carr, Robert D.; McKenna, Sean Andrew; Hart, William Eugene; Murray, Regan Elizabeth; Riesen, Lee Ann

    2010-12-01

    We consider the problem of placing a limited number of sensors in a municipal water distribution network to minimize the impact over a given suite of contamination incidents. In its simplest form, the sensor placement problem is a p-median problem that has structure extremely amenable to exact and heuristic solution methods. We describe the solution of real-world instances using integer programming or local search or a Lagrangian method. The Lagrangian method is necessary for solution of large problems on small PCs. We summarize a number of other heuristic methods for effectively addressing issues such as sensor failures, tuning sensors based on local water quality variability, and problem size/approximation quality tradeoffs. These algorithms are incorporated into the TEVA-SPOT toolkit, a software suite that the US Environmental Protection Agency has used and is using to design contamination warning systems for US municipal water systems.

  12. Producing usable fuel from municipal solid waste

    NASA Astrophysics Data System (ADS)

    Ohlsson, O. O.

    Refuse disposal is a matter of increasing concern for municipalities and state governments. As existing land-fills become filled to capacity, and new landfills become more costly to site, it has become critical to develop alternative disposal methods. Some of the refuse that is presently being landfilled has the potential to provide considerable quantities of energy and thereby replace conventional fossil fuels. Another environmental concern is the problem of the emissions associated with combustion of traditional fossil fuels. The Clean Air Act Amendments of 1990 significantly restrict the level of sulfur dioxide (SO2) and nitrogen oxides (NO(x)) emissions permissible as effluent from combustion facilities. To address both of these concerns, Argonne National Laboratory, under sponsorship of the U.S. Department of Energy (DOE), has developed a means of producing fuel from municipal solid waste that can be co-fired with coal to supplement coal supplies and reduce problematic emissions.

  13. Producing usable fuel from municipal solid waste

    SciTech Connect

    Ohlsson, O.O.

    1995-03-01

    Refuse disposal is a matter of increasing concern for municipalities and state governments. As existing land-fills become filled to capacity, and new landfills become more costly to site, it has become critical to develop alternative disposal methods. Some of the refuse that is presently being landfilled has the potential to provide considerable quantities of energy and thereby replace conventional fossil fuels. Another environmental concern is the problem of the emissions associated with combustion of traditional fossil fuels. The Clean Air Act Amendments of 1990 significantly restrict the level of sulfur dioxide (SO{sub 2}) and nitrogen oxides (NO{sub x}) emissions permissible as effluent from combustion facilities. To address both of these concerns, Argonne National Laboratory, under sponsorship of the U.S. Department of Energy (DOE), has developed a means of producing fuel from municipal solid waste that can be co-fired with coal to supplement coal supplies and reduce problematic emissions.

  14. Energy utilization: municipal waste incineration. Final report

    SciTech Connect

    LaBeck, M.F.

    1981-03-27

    An assessment is made of the technical and economical feasibility of converting municipal waste into useful and useable energy. The concept presented involves retrofitting an existing municipal incinerator with the systems and equipment necessary to produce process steam and electric power. The concept is economically attractive since the cost of necessary waste heat recovery equipment is usually a comparatively small percentage of the cost of the original incinerator installation. Technical data obtained from presently operating incinerators designed specifically for generating energy, documents the technical feasibility and stipulates certain design constraints. The investigation includes a cost summary; description of process and facilities; conceptual design; economic analysis; derivation of costs; itemized estimated costs; design and construction schedule; and some drawings.

  15. Municipal community obstetrics in a developing country.

    PubMed

    Frost, O

    1980-10-01

    In 1971 the maternity care delivery system in Salisbury, Zimbabwe was reorganized. Prior to that time, all maternity services were provided by the Harare Maternity Hospital but the facility was not able to adequately meet the needs of the community. In 1970 the problem was studied and a design for a new system was adopted. This system was described and the system's service statistics for 1973-1977 were provided. Under the new system 7 minicipal maternity units were established in different parts of the city. These units provide prenatal, delivery, and postnatal care for all low risk pregnancy cases in the community. The units are staffed by 3 sisters trained in general nursing and midwifery, 6 midwifery assistants, and 3 maids. Patients at these units receive highly personalized services. Pregnant women in the community initially present at the municipal unit in their area. The patient is screened and if judged to be a high risk case the patient is transferred on to the Harare Maternity Hospital. Efforts are made to promote cooperation between the personnel in the units and the personnel at the hospital and to provide continuing education for personnel at all levels. The system is functioning well and both the patients and the service providers are satisfied with the new arrangement. In 1977, 8949 deliveries were performed at the hospital and 9386 at the municipal units. The stillbirth rate/1000 live births was 54.5 among hospital patients and 2.0 among municipal unit patients. The perinatal mortality rate/1000 live births was 88.6 among hospital delivered infants and 6.1 among municipal unit delivered infants. Prenatal clinic attendances increased from 61,758 in 1973 to 113,899 in 1977. PMID:7445060

  16. Suspended solids from industrial and municipal origins.

    PubMed

    Rosenwinkel, K H; Weichgrebe, D; Meyer, H; Wendler, D

    2001-10-01

    The origins of suspended solids are the effluents of municipal and industrial wastewater treatment plants and storm sewage treatment. This paper deals with the sources of industrial and municipal wastewater treatment and the single treatment of side streams. An overview of the common treatment processes is given and the main sinks for suspended solids are named and described. The food industry is based on the processing of organic matter (fruits, etc.). During the single processing steps three main fractions occur, inorganic material (e.g., from the washing step), organic residues (e.g., the peel), and suspended solids (SS) in the wastewater. Today higher rates of recycling (water and raw materials) can be found in all kinds of industrial processes. The principle is that avoidance should take precedence over utilization which should take precedence over disposal. Numerous possibilities of production-integrated measures exist, e.g., conveyance of production circuits, product recovery, and stepped cleaning. Despite and/or due to these efforts, huge amounts of residues occur. They are the main sink for suspended solids. Only seldom is landfilling used to treat these residues. Usually utilization as animal nourishment or biological (aerobic or anaerobic) or thermal (incineration) treatment methods are used. Huge capacities for a codigestion of agroindustrial residues (substrates) and wastewater sludge can be found in municipal digesters. As most of the food processing factories are indirect dischargers, the largest amount of the SS fraction in the wastewater is led to municipal wastewater treatment plants. Rarely, a connection between the SS concentrations in the influent and those in the effluent can be observed in conventional wastewater treatment. As a polishing step, filtration methods gain more and more importance with regard to suspended solids removal. PMID:11689029

  17. Petroleum systems of western Venezuela

    SciTech Connect

    Passalacqua, H.; Gallango, O.; Capello, M.A.; deToni, B.; Tocco, R.; Truskowski, I.; Loureiro, D.

    1996-08-01

    Integrating multidisciplinary information from western Venezuela Intevep, S.A. developed a comprehensive geological synthesis of the Maracaibo, Barinas and Apure basins which allow the description of 5 petroliferous systems with pods located within the Venezuelan borders: (1) Northeast of Maracaibo Basin, (2) Southwest of Maracaibo Basin, (3) Eastern Zulia, (4) Lara`s Nappes and (5) Barinas Subbasin. These systems comprise different structural styles: (1) basement tectonics, (2) thin-skin tectonics, (3) inversions, (4) triangular zones, (5) {open_quotes}flower and pop-up{close_quotes} structures. The main reservoirs in the region are the fractured Cretaceous limestones (K0 to K5), the Lower to Middle Eocene sandstones (T1 Misoa C and Misoa BC) and the Miocene sandstones of the Lagunillas Formation. Three source rocks were identified: the principal one of Cretaceous age, marine origin and totally located in the Maracaibo Basin (K3-K4-K5, La Luna and Capacho formations) and two located south and southwest of the Maracaibo Basin, with organic material of continental origin, of Paleocene (K7-K8, Orocue and Marcelina formations) and Oligocene age (T4, Carbonera Formation). Three expulsion periods were encountered: (a) Lower to Middle Eocene (52-40 Ma) and (b) Upper Eocene to Lower Miocene (40-21 Ma), with pods located in the northeast region of the Maracaibo Lake and (c) Lower Miocene to Holocene (2 1-0 Ma) with a pod located in the Maracaibo Lake.

  18. Possibilities of municipal solid waste incinerator fly ash utilisation.

    PubMed

    Hartmann, Silvie; Koval, Lukáš; Škrobánková, Hana; Matýsek, Dalibor; Winter, Franz; Purgar, Amon

    2015-08-01

    Properties of the waste treatment residual fly ash generated from municipal solid waste incinerator fly ash were investigated in this study. Six different mortar blends with the addition of the municipal solid waste incinerator fly ash were evaluated. The Portland cement replacement levels of the municipal solid waste incinerator fly ash used were 25%, 30% and 50%. Both, raw and washed municipal solid waste incinerator fly ash samples were examined. According to the mineralogical composition measurements, a 22.6% increase in the pozzolanic/hydraulic properties was observed for the washed municipal solid waste incinerator fly ash sample. The maximum replacement level of 25% for the washed municipal solid waste incinerator fly ash in mortar blends was established in order to preserve the compressive strength properties. Moreover, the leaching characteristics of the crushed mortar blend was analysed in order to examine the immobilisation of its hazardous contents. PMID:26060198

  19. AL(0) in municipal waste incinerator ash

    NASA Astrophysics Data System (ADS)

    Stipp, S. L.; Ronsbo, J. G.; Zunic, T. B.; Christensen, T. H.

    2003-04-01

    Disposal of municipal waste is a challenge to society. Waste volume is substantially decreased by incineration but residual ash usually contains a number of toxic components which must be immobilised to insure environmental protection. One element, chromium, is mobile and toxic in its oxidised state as Cr(VI) but it can be reduced to Cr(III) and immobilised. Reduction can be promoted by ash treatment with Fe(0) or Fe(II), but recent evidence shows that at least some Cr(VI) is reduced spontaneously in the ash. Aspects of ash behaviour suggest metallic aluminium as the reducing agent, but no direct evidence of Al(0) has been found until now. We examined filter ash from an energy-producing, municipal-waste incinerator (Vest-forbrænding) near Copenhagen. X-ray diffraction (XRD) identified expected salts of Na, K and Ca such as halite, sylvite, calcite, anhydrite and gypsum as well as quartz, feldspar and some hematite. Wave-dispersive electron microprobe produced elemen-tal maps of the ash; Al-rich areas were analysed quantitatively by comparison with standards. We identified metallic Al particles, averaging 50 to 100 micrometers in di-ameter, often with a fractured, glassy border of aluminum oxide. The particles were porous, explaining fast Cr(VI) reduction and they contained thin exsolution lamellae of Al-alloys of Pb and Cu or Mn, Fe and Ag, which provide clues of the Al(0) origin in the waste. Sometimes Al(0) occurred inside glassy globes of Al2O3. Time-of-flight secondary ion mass spectroscopy (TOF-SIMS) and X-ray photoelectron spectroscopy (XPS) proved that surface Al concentrations on ash particles were below detection, confirming reactivity of the Al(0) bulk. The persistence of reduced Al through the highly oxidising combustion procedure comes as a surprise and is a benefit in the immobilisation of Cr(VI) from municipal-waste incineration residues.

  20. Policy for municipality and municipal solid waste CERCLA settlements at NPL co-disposal sites. Final report

    SciTech Connect

    Herman, S.A.

    1998-02-01

    The purpose of this policy is to provide a fair, consistent, and efficient settlement methodology for resolving the potential liability under CERCLA of generators and transporters of municipal sewage sludge and/or municipal solid waste at co-disposal landfills on the National Priorities List (NPL), and municipal owners and operators of such sites. This policy is intended to reduce transaction costs, including those associated with third-party litigation, and to encourage global settlements at sites.

  1. Municipal solid waste generation in municipalities: Quantifying impacts of household structure, commercial waste and domestic fuel

    SciTech Connect

    Lebersorger, S.; Beigl, P.

    2011-09-15

    Waste management planning requires reliable data concerning waste generation, influencing factors on waste generation and forecasts of waste quantities based on facts. This paper aims at identifying and quantifying differences between different municipalities' municipal solid waste (MSW) collection quantities based on data from waste management and on socio-economic indicators. A large set of 116 indicators from 542 municipalities in the Province of Styria was investigated. The resulting regression model included municipal tax revenue per capita, household size and the percentage of buildings with solid fuel heating systems. The model explains 74.3% of the MSW variation and the model assumptions are met. Other factors such as tourism, home composting or age distribution of the population did not significantly improve the model. According to the model, 21% of MSW collected in Styria was commercial waste and 18% of the generated MSW was burned in domestic heating systems. While the percentage of commercial waste is consistent with literature data, practically no literature data are available for the quantity of MSW burned, which seems to be overestimated by the model. The resulting regression model was used as basis for a waste prognosis model (Beigl and Lebersorger, in preparation).

  2. Municipal solid waste generation in municipalities: quantifying impacts of household structure, commercial waste and domestic fuel.

    PubMed

    Lebersorger, S; Beigl, P

    2011-01-01

    Waste management planning requires reliable data concerning waste generation, influencing factors on waste generation and forecasts of waste quantities based on facts. This paper aims at identifying and quantifying differences between different municipalities' municipal solid waste (MSW) collection quantities based on data from waste management and on socio-economic indicators. A large set of 116 indicators from 542 municipalities in the Province of Styria was investigated. The resulting regression model included municipal tax revenue per capita, household size and the percentage of buildings with solid fuel heating systems. The model explains 74.3% of the MSW variation and the model assumptions are met. Other factors such as tourism, home composting or age distribution of the population did not significantly improve the model. According to the model, 21% of MSW collected in Styria was commercial waste and 18% of the generated MSW was burned in domestic heating systems. While the percentage of commercial waste is consistent with literature data, practically no literature data are available for the quantity of MSW burned, which seems to be overestimated by the model. The resulting regression model was used as basis for a waste prognosis model (Beigl and Lebersorger, in preparation). PMID:21689921

  3. Municipal solid-waste management in Istanbul.

    PubMed

    Kanat, Gurdal

    2010-01-01

    Istanbul, with a population of around 13 million people, is located between Europe and Asia and is the biggest city in Turkey. Metropolitan Istanbul produces about 14,000 tons of solid waste per day. The aim of this study was to assess the situation of municipal solid-waste (MSW) management in Istanbul. This was achieved by reviewing the quantity and composition of waste produced in Istanbul. Current requirements and challenges in relation to the optimization of Istanbul's MSW collection and management system are also discussed, and several suggestions for solving the problems identified are presented. The recovery of solid waste from the landfills, as well as the amounts of landfill-generated biogas and electricity, were evaluated. In recent years, MSW management in Istanbul has improved because of strong governance and institutional involvement. However, efforts directed toward applied research are still required to enable better waste management. These efforts will greatly support decision making on the part of municipal authorities. There remains a great need to reduce the volume of MSW in Istanbul. PMID:20185290

  4. Municipal solid-waste management in Istanbul

    SciTech Connect

    Kanat, Gurdal

    2010-08-15

    Istanbul, with a population of around 13 million people, is located between Europe and Asia and is the biggest city in Turkey. Metropolitan Istanbul produces about 14,000 tons of solid waste per day. The aim of this study was to assess the situation of municipal solid-waste (MSW) management in Istanbul. This was achieved by reviewing the quantity and composition of waste produced in Istanbul. Current requirements and challenges in relation to the optimization of Istanbul's MSW collection and management system are also discussed, and several suggestions for solving the problems identified are presented. The recovery of solid waste from the landfills, as well as the amounts of landfill-generated biogas and electricity, were evaluated. In recent years, MSW management in Istanbul has improved because of strong governance and institutional involvement. However, efforts directed toward applied research are still required to enable better waste management. These efforts will greatly support decision making on the part of municipal authorities. There remains a great need to reduce the volume of MSW in Istanbul.

  5. Production of hydrogen from municipal solid waste

    SciTech Connect

    Coleman, S.L.

    1995-11-01

    The Gasification of Municipal Solid Waste (MSW) includes gasification and the process for producing a gasificable slurry from raw MSW by using high pressures of steam. A potential energy source, MSW is a composite of organic materials such as: paper, wood, food waste, etc. There are different paper grades producing different results with low-quality paper forming better slurries than high-quality papers; making MSW a difficult feedstock for gasification. The objective of the bench-scale laboratory work has been to establish operating conditions for a hydrothermal pre-processing scheme for municipal solid waste (MSW) that produces a good slurry product that can be pumped and atomized to the gasifier for the production of hydrogen. Batch reactors are used to determine product yields as a function of hydrothermal treatment conditions. Various ratios of water-to-paper were used to find out solid product, gas product, and soluble product yields of MSW. Experimental conditions covered were temperature, time, and water to feed ratio. Temperature had the strongest effect on product yields.

  6. Municipal solid waste disposal in Portugal

    SciTech Connect

    Magrinho, Alexandre; Didelet, Filipe; Semiao, Viriato . E-mail: ViriatoSemiao@ist.utl.pt

    2006-07-01

    In recent years municipal solid waste (MSW) disposal has been one of the most important environmental problems for all of the Portuguese regions. The basic principles of MSW management in Portugal are: (1) prevention or reduction, (2) reuse, (3) recovery (e.g., recycling, incineration with heat recovery), and (4) polluter-pay principle. A brief history of legislative trends in waste management is provided herein as background for current waste management and recycling activities. The paper also presents and discusses the municipal solid waste management in Portugal and is based primarily on a national inquiry carried out in 2003 and directed to the MSW management entities. Additionally, the MSW responsibility and management structure in Portugal is presented, together with the present situation of production, collection, recycling, treatment and elimination of MSW. Results showed that 96% of MSW was collected mixed (4% was separately collected) and that 68% was disposed of in landfill, 21% was incinerated at waste-to-energy plants, 8% was treated at organic waste recovery plants and 3% was delivered to sorting. The average generation rate of MSW was 1.32 kg/capita/day.

  7. Municipal solid waste characterization, Tehran-Iran.

    PubMed

    Heravi, Helen Morabi; Sabour, Mohammad Reza; Mahvi, Amir Hossein

    2013-08-15

    Effective waste management has been greatly restricted by insufficient statistical data on the generation, processing and waste disposal. This study was undertaken in the municipality of Tehran. A total of 6,060 samples were compared by statistically comparing source generation, destination and intermediate stations. The results from these analyses showed that the average per capita waste generation in Tehran was 589 g day(-1). It was also observed that, of the total amount of waste generated in the municipality of Tehran, 73% was domestic waste and 27% was non-domestic waste. In addition, 68% of total household waste was organic waste, while 41% of non-domestic waste was organic waste. Furthermore, 61% of waste in Tehran was generated at the source, while 72% of the waste coming into the Aradkoh disposal and processing center was organic waste. The physical analysis was showed that there was no significant difference between the wastes generated in 2004 and those generated in 2009 and that there was not equal percentage of wet waste coming into the disposal center with urban service stations. This indicates that active source separation programs in metropolitan Tehran. PMID:24498828

  8. 36 CFR 251.9 - Management of Municipal Watersheds.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... multiple use prescriptions in forest plans (36 CFR part 219). When a municipality desires protective...; and any resources that are to be provided by the municipality. (d) A special use authorization (36 CFR... Watersheds. 251.9 Section 251.9 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF...

  9. Water Pollution: Part I, Municipal Wastewaters; Part II, Industrial Wastewaters.

    ERIC Educational Resources Information Center

    Fowler, K. E. M.

    This publication is an annotated bibliography of municipal and industrial wastewater literature. This publication consists of two parts plus appendices. Part one is entitled Municipal Wastewaters and includes publications in such areas as health effects of polluted waters, federal policy and legislation, biology and chemistry of polluted water,…

  10. 77 FR 47060 - Illinois Municipal Electric Agency; Notice of Filing

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-08-07

    ... Energy Regulatory Commission Illinois Municipal Electric Agency; Notice of Filing Take notice that on July 30, 2012, Illinois Municipal Electric Agency filed a Proposed Revenue Requirement for reactive... free). For TTY, call (202) 502-8659. Comment Date: 5:00 p.m. Eastern Time on August 20, 2012....

  11. The Economic Relationships between Institutions of Higher Education and Municipalities

    ERIC Educational Resources Information Center

    Allen, Dale H.

    2012-01-01

    The relationship between municipal government and a local, private, nonprofit institution of higher education (IHE) can be characterized as a delicate balance between conflict and cooperation. In recent years as municipal expenses have significantly increased, revenue generated from tax collection and state aid has lagged, creating an increasing…

  12. CONVERSION OF MUNICIPAL SLUDGE TO OIL. (JOURNAL VERSION)

    EPA Science Inventory

    Thermal conversion of municipal sludge to oil has been investigated as a viable alternative for ultimate sludge disposal due to generation of energy. The conversion process using water as a solvent was evaluated in a batch mode using primary and secondary municipal sludges. A wel...

  13. 40 CFR 35.907 - Municipal pretreatment program.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... 40 Protection of Environment 1 2011-07-01 2011-07-01 false Municipal pretreatment program. 35.907 Section 35.907 Protection of Environment ENVIRONMENTAL PROTECTION AGENCY GRANTS AND OTHER FEDERAL ASSISTANCE STATE AND LOCAL ASSISTANCE Grants for Construction of Treatment Works-Clean Water Act § 35.907 Municipal pretreatment program. (a)...

  14. 36 CFR 251.9 - Management of Municipal Watersheds.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... multiple use prescriptions in forest plans (36 CFR part 219). When a municipality desires protective...; and any resources that are to be provided by the municipality. (d) A special use authorization (36 CFR... Watersheds. 251.9 Section 251.9 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF...

  15. 36 CFR 251.9 - Management of Municipal Watersheds.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... multiple use prescriptions in forest plans (36 CFR part 219). When a municipality desires protective...; and any resources that are to be provided by the municipality. (d) A special use authorization (36 CFR... Watersheds. 251.9 Section 251.9 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF...

  16. 36 CFR 251.9 - Management of Municipal Watersheds.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... multiple use prescriptions in forest plans (36 CFR part 219). When a municipality desires protective...; and any resources that are to be provided by the municipality. (d) A special use authorization (36 CFR... Watersheds. 251.9 Section 251.9 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF...

  17. 77 FR 47061 - American Municipal Power, Inc.; Notice of Filing

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-08-07

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF ENERGY Federal Energy Regulatory Commission American Municipal Power, Inc.; Notice of Filing Take notice that on July 30, 2012, American Municipal Power, Inc. filed a Proposed Revenue Requirement for reactive supply...

  18. 77 FR 47060 - Indiana Municipal Power Agency; Notice of Filing

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-08-07

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF ENERGY Federal Energy Regulatory Commission Indiana Municipal Power Agency; Notice of Filing Take notice that on July 30, 2012, Indiana Municipal Power Agency filed a Proposed Revenue Requirement for reactive supply...

  19. 77 FR 61596 - American Municipal Power, Inc.; Notice of Filing

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-10-10

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF ENERGY Federal Energy Regulatory Commission American Municipal Power, Inc.; Notice of Filing Take notice that on October 1, 2012, American Municipal Power, Inc. filed its Revised and Superseding Proposed...

  20. 77 FR 61595 - Northern Illinois Municipal Power; Notice of Filing

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-10-10

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF ENERGY Federal Energy Regulatory Commission Northern Illinois Municipal Power; Notice of Filing October 2, 2012. Take notice that on October 1, 2012, Northern Illinois Municipal Power filed its Revised and...

  1. 77 FR 47062 - Kentucky Municipal Power Agency; Notice of Filing

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-08-07

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF ENERGY Federal Energy Regulatory Commission Kentucky Municipal Power Agency; Notice of Filing Take notice that on July 30, 2012, Kentucky Municipal Power Agency filed a Proposed Revenue Requirement for reactive...

  2. 77 FR 61595 - Kentucky Municipal Power Agency; Notice of Filing

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-10-10

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF ENERGY Federal Energy Regulatory Commission Kentucky Municipal Power Agency; Notice of Filing Take notice that on October 1, 2012, Kentucky Municipal Power Agency filed its Revised and Superseding Proposed...

  3. 77 FR 61594 - Indiana Municipal Power Agency; Notice of Filing

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-10-10

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF ENERGY Federal Energy Regulatory Commission Indiana Municipal Power Agency; Notice of Filing Take notice that on October 1, 2012, Indiana Municipal Power Agency filed its Revised and Superseding Proposed...

  4. Protection strategies for drinking groundwater sources in small Quebec municipalities.

    PubMed

    Sylvestre, Bruno; Rodriguez, Manuel J

    2008-07-01

    Awareness of groundwater protection has increased substantially in recent decades. In the Province of Quebec, Canada, the Groundwater Catchment Regulation (GWCR) was promulgated in 2002 to protect water quality in public wells. The goal of the present study was to document groundwater protection in the context of emerging regulations and identify factors explaining the propensity of municipalities applying protection strategies. Two types of information were used in this study: data from a questionnaire-based survey conducted among 665 municipalities in the Province of Quebec and complementary information gathered from various sources. Data from the survey revealed that fewer than half of the municipalities have been able to comply with the GWCR, mainly because of financial limitations. Also, close to half of the municipalities have either identified or are expecting land use conflicts to arise between protection areas required by the GWCR and other land usage, with agriculture being the main conflicting activity. Multivariate logistic regression models served to identify factors explaining the likelihood of municipalities to take groundwater protection measures. Those factors were municipality revenue, history of water contamination in distribution systems, land use near wellheads, location of municipalities within a provincial priority watershed and the importance of groundwater use in a region. Results of the study may prove helpful for government authorities in better understanding the groundwater protection issue and in implementing strategies that improve the ability of municipalities to protect groundwater. PMID:17418933

  5. New York City's Municipal Broadcasting Experiment: WNYC, 1922-1940.

    ERIC Educational Resources Information Center

    Stavitsky, Alan G.

    The originators of municipal radio station WNYC foresaw radio as a means of extending city government and an instrument to educate, inform, and entertain the citizens. Because the municipal radio concept emerged in the early 1920s, before the medium's industrial structure was entrenched, an opportunity existed to develop an innovative model of…

  6. 1. AERIAL VIEW, LOOKING SOUTH, FROM PARK AND MUNICIPAL BUILDINGS, ...

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

    1. AERIAL VIEW, LOOKING SOUTH, FROM PARK AND MUNICIPAL BUILDINGS, ALONG 20TH STREET NORTH TOWARDS THE BIRMINGHAM CITY CENTER WITH BIRMINGHAM MUSEUM OF ART (BOTTOM LEFT), BIRMINGHAM MUNICIPAL AUDITORIUM (BOTTOM RIGHT), BIRMINGHAM CITY HALL (CENTER RIGHT), JEFFERSON COUNTY COURTHOUSE (CENTER LEFT) AND LINN PARK (CENTER) - Linn Park, Bounded by Park Place, Eighth Avenue, Short Twentieth & Twenty-first Streets, Birmingham, Jefferson County, AL

  7. [Bayesian rates for homicide mapping in Brazilian municipalities].

    PubMed

    Carvalho, Alexandre Xavier Ywata de; Silva, Gabriela Drummond Marques da; Almeida Júnior, Gilberto Rezende de; Albuquerque, Pedro Henrique Melo de

    2012-07-01

    This study analyzes homicide incidence per municipality (county) in Brazil in the year 2008. The authors estimate and compare homicide rates according to different methods, finding evidence that depending on the method employed, the results can differ significantly, especially for small municipalities. Bayesian spatial procedures were employed, allowing minimization of variation in the rate estimates. The methods consider a priori distributions and information on contiguity of municipalities. According to the findings, the impact of corrective procedures is not relevant for large municipalities, but such estimates present significant differences for small municipalities. Comparing the different estimates, the authors conclude that there may be distortions in the rates published in the literature. To overcome such potential distortions, it is necessary to take the main goal in each analysis into account. When the emphasis is on overall visualization of the homicide phenomenon, the best option is spatial corrections. However, to obtain more accurate local estimates, Bayesian methods are more appropriate. PMID:22729256

  8. 33 CFR 151.1009 - Transportation of municipal or commercial waste.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... HOMELAND SECURITY (CONTINUED) POLLUTION VESSELS CARRYING OIL, NOXIOUS LIQUID SUBSTANCES, GARBAGE, MUNICIPAL OR COMMERCIAL WASTE, AND BALLAST WATER Transportation of Municipal and Commercial Waste §...

  9. 33 CFR 151.1009 - Transportation of municipal or commercial waste.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... HOMELAND SECURITY (CONTINUED) POLLUTION VESSELS CARRYING OIL, NOXIOUS LIQUID SUBSTANCES, GARBAGE, MUNICIPAL OR COMMERCIAL WASTE, AND BALLAST WATER Transportation of Municipal and Commercial Waste §...

  10. 33 CFR 151.1009 - Transportation of municipal or commercial waste.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... HOMELAND SECURITY (CONTINUED) POLLUTION VESSELS CARRYING OIL, NOXIOUS LIQUID SUBSTANCES, GARBAGE, MUNICIPAL OR COMMERCIAL WASTE, AND BALLAST WATER Transportation of Municipal and Commercial Waste §...

  11. 33 CFR 151.1009 - Transportation of municipal or commercial waste.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... HOMELAND SECURITY (CONTINUED) POLLUTION VESSELS CARRYING OIL, NOXIOUS LIQUID SUBSTANCES, GARBAGE, MUNICIPAL OR COMMERCIAL WASTE, AND BALLAST WATER Transportation of Municipal and Commercial Waste §...

  12. 33 CFR 151.1009 - Transportation of municipal or commercial waste.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... HOMELAND SECURITY (CONTINUED) POLLUTION VESSELS CARRYING OIL, NOXIOUS LIQUID SUBSTANCES, GARBAGE, MUNICIPAL OR COMMERCIAL WASTE, AND BALLAST WATER Transportation of Municipal and Commercial Waste §...

  13. Municipal solid waste (garbage): problems and benefits

    SciTech Connect

    Stillman, G.I.

    1983-05-01

    The average person in the USA generates from 3 1/2 to 7 lb of garbage/day. The combustible portion of garbage consists primarily of paper products, plastics, textiles, and wood. Problems connected with energy production from municipal solid waste (garbage), and the social, economic, and environmental factors associated with this technology are discussed. The methods for using garbage as a fuel for a combustion process are discussed. One method processes the garbage to produce a fuel that is superior to raw garbage, the other method of using garbage as a fuel is to burn it directly - the mass burning approach. The involvement of the Power Authority of the State of New York in garbage-to-energy technology is discussed.

  14. Co-combusting municipal and wastewater solids

    SciTech Connect

    Kunio Nojuchi )

    1992-12-01

    In the face of difficulties securing adequate landfill sites, Kyoto City, Japan, built an incineration system to co-combust its municipal refuse and wastewater solids. The system consists of two plants: the Ishida Wastewater Treatment Plant and the Higashi Incineration Plant (see Diagram). The merits of the co-combustion system lie in the heat content of the solids. The Higashi plant's design incineration capacity is 400 Mg/d, which can produce 135,456 kWh/d. Sixty-two percent of the steam produced by solids incineration is used for electrical power generation at Higashi and 25% is used at Ishida. The power supplied to Ishida meets 92% of the electrical consumption needs of the plant, of which 16% is used to dry and dewater solids.

  15. Predicting on-site environmental impacts of municipal engineering works

    SciTech Connect

    Gangolells, Marta Casals, Miquel Forcada, Núria Macarulla, Marcel

    2014-01-15

    The research findings fill a gap in the body of knowledge by presenting an effective way to evaluate the significance of on-site environmental impacts of municipal engineering works prior to the construction stage. First, 42 on-site environmental impacts of municipal engineering works were identified by means of a process-oriented approach. Then, 46 indicators and their corresponding significance limits were determined on the basis of a statistical analysis of 25 new-build and remodelling municipal engineering projects. In order to ensure the objectivity of the assessment process, direct and indirect indicators were always based on quantitative data from the municipal engineering project documents. Finally, two case studies were analysed and found to illustrate the practical use of the proposed model. The model highlights the significant environmental impacts of a particular municipal engineering project prior to the construction stage. Consequently, preventive actions can be planned and implemented during on-site activities. The results of the model also allow a comparison of proposed municipal engineering projects and alternatives with respect to the overall on-site environmental impact and the absolute importance of a particular environmental aspect. These findings are useful within the framework of the environmental impact assessment process, as they help to improve the identification and evaluation of on-site environmental aspects of municipal engineering works. The findings may also be of use to construction companies that are willing to implement an environmental management system or simply wish to improve on-site environmental performance in municipal engineering projects. -- Highlights: • We present a model to predict the environmental impacts of municipal engineering works. • It highlights significant on-site environmental impacts prior to the construction stage. • Findings are useful within the environmental impact assessment process. • They also

  16. Evaluating the efficiency of municipalities in collecting and processing municipal solid waste: A shared input DEA-model

    SciTech Connect

    Rogge, Nicky; De Jaeger, Simon

    2012-10-15

    Highlights: Black-Right-Pointing-Pointer Complexity in local waste management calls for more in depth efficiency analysis. Black-Right-Pointing-Pointer Shared-input Data Envelopment Analysis can provide solution. Black-Right-Pointing-Pointer Considerable room for the Flemish municipalities to improve their cost efficiency. - Abstract: This paper proposed an adjusted 'shared-input' version of the popular efficiency measurement technique Data Envelopment Analysis (DEA) that enables evaluating municipality waste collection and processing performances in settings in which one input (waste costs) is shared among treatment efforts of multiple municipal solid waste fractions. The main advantage of this version of DEA is that it not only provides an estimate of the municipalities overall cost efficiency but also estimates of the municipalities' cost efficiency in the treatment of the different fractions of municipal solid waste (MSW). To illustrate the practical usefulness of the shared input DEA-model, we apply the model to data on 293 municipalities in Flanders, Belgium, for the year 2008.

  17. Bacterial antibiotic resistance in soils irrigated with reclaimed municipal wastewater

    Technology Transfer Automated Retrieval System (TEKTRAN)

    Wastewater reclamation for municipal irrigation and groundwater recharge is an increasingly attractive option for extending water supplies. However, public health concerns include the potential for development of antibiotic resistance (AR) in soil bacteria after exposure to residual chemicals in rec...

  18. SMUDGEO #1, Sacramento Municipal Utility District First Geothermal Unit

    SciTech Connect

    Keilman, Lee R.

    1980-12-01

    This description of the SMUDGEO No.1 geothermal power plant of the Sacramento Municipal Utility District (SMUD) and its associated well field development has been prepared to acquaint persons with the project.

  19. Implementing District Energy Systems: Municipal Approaches To Overcoming Barriers

    NASA Astrophysics Data System (ADS)

    Simpson, Kevin George

    Climate change and energy security are issues facing municipalities throughout the world. Efficient, resilient, sustainable, community-based energy systems, such as district energy systems (DES), fuelled mostly by renewables, are an important tool for addressing both climate change and energy security at the municipal level. In spite of their benefits, DES are not widely adopted in Canada (CDEA, 2011). This is due to the complex nature of the barriers which project proponents face. This thesis examines the experience of the City of Prince George in adopting and implementing the Downtown DES. Using a case study methodology, data was collected through a review of relevant municipal documents and a series of semi-structured, open-ended interviews. A thematic analysis revealed unexpected barriers related to lack of adequate public consultation and negative perceptions regarding biomass as a fuel for the DES. These `lessons learned' were then developed into recommendations for other municipalities considering DES.

  20. MUNICIPAL WASTE COMBUSTION ASSESSMENT: COMBUSTION CONTROL AT NEW FACILITIES

    EPA Science Inventory

    The report provides the supporting data and rationale used to establish baseline emission levels for model plants that represent portions of the planned and projected population of municipal waste combustors (MWCs). The baseline emissions represent performance levels that are exp...

  1. MUNICIPAL WASTE COMBUSTION ASSESSMENT: COMBUSTION CONTROL AT EXISTING FACILITIES

    EPA Science Inventory

    The report provides the supporting data and rationale used to establish baseline emission levels for model plants that represent portions of the planned and projected population of municipal waste combustors (MWCs). The baseline emissions represent performance levels that are exp...

  2. IRRIGATING WITH MUNICIPAL EFFLUENT: A SOCIOECONOMIC STUDY OF COMMUNITY EXPERIENCES

    EPA Science Inventory

    This report presents institutional and economic information and insights related to the development and operation of systems where municipal wastewater is applied to land for treatment. Site visits provided information on the history of the respective systems, especially how land...

  3. A PNEUMATIC CONVEYING TEST RIG FOR MUNICIPAL SOLID WASTE FRACTIONS

    EPA Science Inventory

    This report analyzes the material properties and system parameters relevant to the pneumatic conveying of municipal solid waste and its processed fractions. Comparisons are made with the conveying of conventional industrial feedstocks, and a rationale for sizing and specification...

  4. Modeling environmental loading rates of municipal wastewater contaminants: steroidal estrogens

    EPA Science Inventory

    Estrogenic compounds in municipal wastewater are of substantial interest because of suspicion that they may cause reproductive disruption in aquatic invertebrates, and because of their potential to contaminate human drinking water sources. Previous work suggests the primary contr...

  5. FRACTIONATION OF MUTAGENS FROM MUNICIPAL SLUDGE AND WASTEWATER

    EPA Science Inventory

    There are potential environmental concerns from the disposal of municipal wastewater effluents and sewage treatment plant sludges. This report summarizes the microbial mutagenic evaluation and chemical analysis of 13 sewage sludge samples from various sewage treatment plants loca...

  6. Municipal Building Planting Plan Oklahoma City Civic Center, Bounded ...

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

    Municipal Building Planting Plan - Oklahoma City Civic Center, Bounded by N. Shartel Avenue to the West, N. Hudson Avenue to the East, Couch Drive to the North, and Colcord Drive to the South, Oklahoma City, Oklahoma County, OK

  7. LAND TREATMENT OF MUNICIPAL WASTEWATER EFFLUENTS - 3 VOLUMES

    EPA Science Inventory

    This publication presents information on site selection and design of municipal wastewater land treatment systems. ive properly managed systems are presented as case histories: Michigan State University, City of Tallahassee, Flushing Meadows (NY), Pennsylvania State University, a...

  8. Research challenges in municipal solid waste logistics management.

    PubMed

    Bing, Xiaoyun; Bloemhof, Jacqueline M; Ramos, Tania Rodrigues Pereira; Barbosa-Povoa, Ana Paula; Wong, Chee Yew; van der Vorst, Jack G A J

    2016-02-01

    During the last two decades, EU legislation has put increasing pressure on member countries to achieve specified recycling targets for municipal household waste. These targets can be obtained in various ways choosing collection methods, separation methods, decentral or central logistic systems, etc. This paper compares municipal solid waste (MSW) management practices in various EU countries to identify the characteristics and key issues from a waste management and reverse logistics point of view. Further, we investigate literature on modelling municipal solid waste logistics in general. Comparing issues addressed in literature with the identified issues in practice result in a research agenda for modelling municipal solid waste logistics in Europe. We conclude that waste recycling is a multi-disciplinary problem that needs to be considered at different decision levels simultaneously. A holistic view and taking into account the characteristics of different waste types are necessary when modelling a reverse supply chain for MSW recycling. PMID:26704064

  9. MUNICIPAL WATER POLLUTION CONTROL ABSTRACTS: NOVEMBER 1977-OCTOBER 1978

    EPA Science Inventory

    The Municipal Technology Bulletin informs researchers, consultants, engineers, and government officials of current developments described in more than 4000 English and non-English language scientific and technical publications. Topics covered in the Bulletin and in the abstracts ...

  10. PROCESS DESIGN MANUAL FOR LAND TREATMENT OF MUNICIPAL WASTEWATER

    EPA Science Inventory

    The USEPA guidance on land treatment of municipal and industrial wastewater is updated for the first time since 1984. The significant new technilogical changes include phytoremediation, vadose zone monitoring, new design approaches to surface irrigation, center pivot irrigation,...

  11. Cultivation of Nannochloropsis salina in municipal wastewater or digester centrate.

    PubMed

    Dong, Bingfeng; Ho, Nam; Ogden, Kimberly L; Arnold, Robert G

    2014-05-01

    Meaningful use of biofuels for transportation depends on utilization of water from non-traditional, non-potable resources. Here it is hypothesized that (i) reclaimed wastewater or nutrient-rich side streams derived from municipal wastewater treatment are suitable for that purpose and (ii) use of those waters for algal growth can promote water quality through nutrient management. Experiments showed that metals levels in municipal wastewaters are unlikely to inhibit algal growth and lipid production, at least by metals tolerant microalgae like Nannochloropsis salina. Cells grew without inhibition in treated municipal wastewater or centrate derived from wastewater treatment at additions up to 75 percent v/v in their normal growth medium minus nitrogen and phosphorus. Although wastewater provides a suitable nutrient source for algal growth, not enough municipal wastewater is available to support a meaningful biofuels industry without efficient water recycling and nutrient recovery/reuse from spent algae. PMID:24565931

  12. NOX CONTROL TECHNOLOGIES APPLICABLE TO MUNICIPAL WASTE COMBUSTION

    EPA Science Inventory

    The report documents the key design and operating parameters, commercial status, demonstrated performance, and cost of three technologies available for reducing nitrogen oxide (NOx) emissions from municipal waste combustors (MWCs), and identifies technology research and developme...

  13. APPRAISAL OF POWDERED ACTIVATED CARBON PROCESSES FOR MUNICIPAL WASTEWATER TREATMENT

    EPA Science Inventory

    Powdered activated carbon has been the subject of several developmental efforts directed towards producing improved methods for treating municipal wastewaters. Granular activated carbon has proven itself as an effective means of reducing dissolved organic contaminant levels, but ...

  14. 8. Photocopy of photograph (original print at Riverside Municipal Museum, ...

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

    8. Photocopy of photograph (original print at Riverside Municipal Museum, Historical Resources Department), photographer unknown, ca. 1916. VIEW OF VICTORIA AVENUE FROM COUNTRY CLUB PARK - California Citrus Heritage Recording Project, Riverside, Riverside County, CA

  15. 12. Photocopy of photograph (original print at Riveside Municipal Museum, ...

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

    12. Photocopy of photograph (original print at Riveside Municipal Museum, Historical Resources Department), photographer and date unknown. TENTING OF CITRUS TREES AT NIGHT - California Citrus Heritage Recording Project, Riverside, Riverside County, CA

  16. 32. Photocopy of photograph (original print at Riverside Municipal Museum, ...

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

    32. Photocopy of photograph (original print at Riverside Municipal Museum, Historical Resources Department), photographer and date unknown. VIEW OF EARLY ROPE AND ROLL PONY SIZER - California Citrus Heritage Recording Project, Riverside, Riverside County, CA

  17. 7. Photocopy of photograph (original print at Riverside Municipal Museum, ...

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

    7. Photocopy of photograph (original print at Riverside Municipal Museum, Historical Resources Department), photographer and date unknown. VIEW OF VICTORIA AVENUE NEAR MYRTLE STREET - California Citrus Heritage Recording Project, Riverside, Riverside County, CA

  18. 20. Photocopy of photograph (original print at Riverside Municipal Museum, ...

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

    20. Photocopy of photograph (original print at Riverside Municipal Museum, Historical Resources Department), S.P. Tresslar, photographer and date unknown. EARLY VIEW OF UNLINED GAGE IRRIGATION CANAL. - California Citrus Heritage Recording Project, Riverside, Riverside County, CA

  19. 31. Photocopy of photograph (original print at Riverside Municipal Museum, ...

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

    31. Photocopy of photograph (original print at Riverside Municipal Museum, Historical Resources Department), photographer unknown, ca. 1900-1910. VIEW OF INTERIOR OF UNKNOWN PACKING HOUSE - California Citrus Heritage Recording Project, Riverside, Riverside County, CA

  20. Report to Congress: Municipal Wastewater Lagoon Study. Volume 1

    SciTech Connect

    Not Available

    1987-11-01

    This report presents the results of the Municipal Wastewater Lagoon Study performed by the USEPA in response to Section 3018 of RCRA and Sec. 246 of the Hazardous and Solid Waste amendments of 1984. The objectives are to determine: number and size of municipal lagoons; types and quantities of waste contained in such lagoons; the extent to which such waste has been or may be released from such lagoons and contaminates ground water; and available alternatives for preventing or controlling such releases.

  1. Moisture Effects on Nitrogen Availability in Municipal Biosolids from End-of-Life Municipal Lagoons.

    PubMed

    Jeke, Nicholson N; Zvomuya, Francis; Ross, Lisette

    2015-11-01

    Nitrogen (N) availability affects plant biomass yield and, hence, phytoextraction of contaminants during phytoremediation of end-of-life municipal lagoons. End-of-life lagoons are characterized by fluctuating moisture conditions, but the effects on biosolid N dynamics have not been adequately characterized. This 130-d laboratory incubation investigated effects of three moisture levels (30, 60, and 90% water-filled pore space [WFPS]) on N mineralization (N) in biosolids from a primary (PB) and a secondary (SB) municipal lagoon cell. Results showed a net increase in N with time at 60% WFPS and a net decrease at 90% WFPS in PB, while N at 30% WFPS did not change significantly. Moisture level and incubation time had no significant effect on N in SB. Nitrogen mineralization rate in PB followed three-half-order kinetics. Potentially mineralizable N (N) in PB was significantly greater at 60% WFPS (222 mg kg) than at 30% WFPS (30 mg kg), but rate constants did not differ significantly between the moisture levels. Nitrogen mineralization in SB followed first-order kinetics, with N significantly greater at 60% WFPS (68.4 mg kg) and 90% WFPS (94.1 mg kg) than at 30% WFPS (32 mg kg). Low N in SB suggests high-N-demanding plants may eventually have limited effectiveness to remediate biosolids in the secondary cell. While high N in PB would provide sufficient N to support high biomass yield, phytoextraction potential is reduced under dry and near-saturated conditions. These results have important implications on the management of moisture during phytoextraction of contaminants in end-of-life municipal lagoons. PMID:26641340

  2. GHG emission factors developed for the recycling and composting of municipal waste in South African municipalities

    SciTech Connect

    Friedrich, Elena Trois, Cristina

    2013-11-15

    Highlights: • GHG emission factors for local recycling of municipal waste are presented. • GHG emission factors for two composting technologies for garden waste are included. • Local GHG emission factors were compared to international ones and discussed. • Uncertainties and limitations are presented and areas for new research highlighted. - Abstract: GHG (greenhouse gas) emission factors for waste management are increasingly used, but such factors are very scarce for developing countries. This paper shows how such factors have been developed for the recycling of glass, metals (Al and Fe), plastics and paper from municipal solid waste, as well as for the composting of garden refuse in South Africa. The emission factors developed for the different recyclables in the country show savings varying from −290 kg CO{sub 2} e (glass) to −19 111 kg CO{sub 2} e (metals – Al) per tonne of recyclable. They also show that there is variability, with energy intensive materials like metals having higher GHG savings in South Africa as compared to other countries. This underlines the interrelation of the waste management system of a country/region with other systems, in particular with energy generation, which in South Africa, is heavily reliant on coal. This study also shows that composting of garden waste is a net GHG emitter, releasing 172 and 186 kg CO{sub 2} e per tonne of wet garden waste for aerated dome composting and turned windrow composting, respectively. The paper concludes that these emission factors are facilitating GHG emissions modelling for waste management in South Africa and enabling local municipalities to identify best practice in this regard.

  3. Municipal solid waste management in Beijing City.

    PubMed

    Li, Zhen-shan; Yang, Lei; Qu, Xiao-Yan; Sui, Yu-mei

    2009-09-01

    This paper presents an overview of municipal solid waste (MSW) management in Beijing City. Beijing, the capital of China, has a land area of approximately 1368.32 km(2) with an urban population of about 13.33 million in 2006. Over the past three decades, MSW generation in Beijing City has increased tremendously from 1.04 million tons in 1978 to 4.134 million tons in 2006. The average generation rate of MSW in 2006 was 0.85 kg/capita/day. Food waste comprised 63.39%, followed by paper (11.07%), plastics (12.7%) and dust (5.78%). While all other wastes including tiles, textiles, glass, metals and wood accounted for less than 3%. Currently, 90% of MSW generated in Beijing is landfilled, 8% is incinerated and 2% is composted. Source separation collection, as a waste reduction method, has been carried out in a total of 2255 demonstration residential and commercial areas (covering about 4.7 million people) up to the end of 2007. Demonstration districts should be promoted over a wider range instead of demonstration communities. The capacity of transfer stations and treatment plants is an urgent problem as these sites are seriously overloaded. These problems should first be solved by constructing more sites and converting to new treatment technologies. Improvements in legislation, public education and the management of waste pickers are problematic issues which need to be addressed. PMID:19375298

  4. The municipal viewpoint on water security

    NASA Astrophysics Data System (ADS)

    States, Stanley

    2006-05-01

    Following the attacks of September 11, 2001 the drinking water industry like many other sectors of our society realized the possibility that they could potentially become the target of malevolent acts. The most serious concern is that an individual or group might intentionally contaminate the public water supply. From an analytical perspective this new concern introduced two challenges. The first is the need to be able to conduct rapid analyses, perhaps at the scene of a suspected contamination event, to obtain preliminary, presumptive information that can help emergency responders determine, in a timely manner, whether a harmful substance had indeed been introduced into the water. The second challenge is the need to develop a robust and sensitive continuous online monitoring system that can detect harmful chemicals, microbes, or radionuclides that may have intentionally, or even accidentally, found their way into the municipal water system. This paper summarizes the current state of technology in these two areas and describes some of the shortfalls where future development is needed.

  5. Municipal solid waste effective stress analysis.

    PubMed

    Shariatmadari, Nader; Machado, Sandro Lemos; Noorzad, Ali; Karimpour-Fard, Mehran

    2009-12-01

    The mechanical behavior of municipal solid waste (MSW) has attracted the attention of many researchers in the field of geo-environmental engineering in recent years and several aspects of waste mechanical response under loading have been elucidated. However, the mechanical response of MSW materials under undrained conditions has not been described in detail to date. The knowledge of this aspect of the MSW mechanical response is very important in cases involving MSW with high water contents, seismic ground motion and in regions where landfills are built with poor operation conditions. This paper presents the results obtained from 26 large triaxial tests performed both in drained and undrained conditions. The results were analyzed taking into account the waste particles compressibility and the deformation anisotropy of the waste samples. The waste particles compressibility was used to modify the Terzaghi effective stress equation, using the Skempton (1961) proposition. It is shown that the use of the modified effective stress equation led to much more compatible shear strength values when comparing Consolidated-Drained (CD) and Consolidated-Undrained (CU), results, explaining the high shear strength values obtained in CU triaxial tests, even when the pore pressure is almost equal to the confining stress. PMID:19744848

  6. Municipal solid waste effective stress analysis

    SciTech Connect

    Shariatmadari, Nader; Machado, Sandro Lemos; Noorzad, Ali; Karimpour-Fard, Mehran

    2009-12-15

    The mechanical behavior of municipal solid waste (MSW) has attracted the attention of many researchers in the field of geo-environmental engineering in recent years and several aspects of waste mechanical response under loading have been elucidated. However, the mechanical response of MSW materials under undrained conditions has not been described in detail to date. The knowledge of this aspect of the MSW mechanical response is very important in cases involving MSW with high water contents, seismic ground motion and in regions where landfills are built with poor operation conditions. This paper presents the results obtained from 26 large triaxial tests performed both in drained and undrained conditions. The results were analyzed taking into account the waste particles compressibility and the deformation anisotropy of the waste samples. The waste particles compressibility was used to modify the Terzaghi effective stress equation, using the Skempton (1961) proposition. It is shown that the use of the modified effective stress equation led to much more compatible shear strength values when comparing Consolidated-Drained (CD) and Consolidated-Undrained (CU), results, explaining the high shear strength values obtained in CU triaxial tests, even when the pore pressure is almost equal to the confining stress.

  7. Environmental diagnosis methodology for municipal waste landfills.

    PubMed

    Calvo, F; Moreno, B; Zamorano, M; Szanto, M

    2005-01-01

    A large number of countries are involved in a process of transformation with regard to the management of municipal solid waste. This process is a consequence of environmental requirements that occasionally materialise in legislation, such as the European Council Directive 31/99/EC on waste release in the European Union. In some cases, the remediation of old landfills can be carried out in compliance with environmental requirements; in other cases, it is necessary to proceed with the closure of the landfill and to assimilate it into its own environment. In both cases, it is necessary to undertake a diagnosis and characterisation of the impacted areas in order to develop an adequate action plan. This study presents a new methodology by which environmental diagnosis of landfill sites may be carried out. The methodology involves the formulation of a series of environmental indeces which provide information concerning the potential environmental problems of the landfills and the particular impact on different environmental elements, as well as information related to location, design and operation. On the basis of these results, it would be possible to draw up action plans for the remediation or closure of the landfill site. By applying the methodology to several landfills in a specific area, it would be possible to prioritize the order of actions required. PMID:15905084

  8. Groundwater hydrogeochemistry of Trikala municipality, central Greece.

    PubMed

    Skordas, Konstantinos; Papastergios, Georgios; Tziantziou, Lamprini; Neofitou, Nikolaos; Neofitou, Christos

    2013-01-01

    Sixty-four samples from the groundwater resources of Trikala municipality, central Greece, were collected during two periods (2006 and 2007) and analyzed for physico-chemical parameters (temperature, pH, specific electrical conductivity, and total dissolved solids), major ions (Ca(2+), Cl(-), HCO(3)(-), K(+), Mg(2+), Na(+), NO(3)(-), SO(4)(2-)), and several potentially toxic elements (Al, B, Ba, Br, Ca, Ce, Cl, Cr, Cu, Fe, K, La, Li, Mg, Mn, Mo, Na, Nd, Ni, P, Pb, Rb, S, Sc, Si, Sn, Sr, U, V, Y, Zn). European Council directives and USEPA guidelines were used to assess the water quality. The results indicate that all samples are fresh water, suitable for human consumption. All basic ions and physico-chemical parameters have average concentrations below their recommended optimum limits with the exception of electrical conductivity, for January 2007, and nitrate for October 2006 and January 2007 sampling periods. This exceedance is the result of dissolution of minerals such as calcite and dolomite that are present in the surrounding rocks and the application of fertilizers, respectively. Lead is the only element with an average value that exceeds the recommended EC guideline, while special attention should be paid to one borehole (T9) which has elevated NO(3)(-) values which may pose a risk to human health. PMID:22282351

  9. Ecotoxicological diagnosis of a sealed municipal landfill.

    PubMed

    Hernández, A J; Bartolomé, C; Pérez-Leblic, M I; Rodríguez, J; Alvarez, J; Pastor, J

    2012-03-01

    Assessing the environmental impact of a soil-topped landfill requires an accurate ecotoxicological diagnosis. This paper describes various diagnostic protocols for this purpose and their application to a real case: the urban solid waste (USW) municipal landfill of Getafe (Madrid, Spain). After their initial sealing with soil from the surroundings about 20 years ago, most USW landfills in the autonomous community of Madrid have continued to receive waste. This has hindered precise assessment of their impact on their environment and affected ecosystems. The procedure proposed here overcomes this problem by assessing the situation in edaphic, aquatic and ecological terms. The present study focused on the most influential soil variables (viz. salinity due largely to the presence of anions, and heavy metals and organic compounds). These variables were also determined in surface waters of the wetland most strongly affected by leachates running down landfill slopes. Determinations included the characterization of plant communities and microbial biodiversity. The study was supplemented with a bioassay under controlled conditions in pots containing soil contaminated with variable concentrations of Zn (as ZnCl(2)) intended to assess ecochemical actions in a population of Bromus rubens, which grows profusely in the landfill. PMID:21075508

  10. Anammox growth on pretreated municipal wastewater.

    PubMed

    Lotti, Tommaso; Kleerebezem, Robbert; van Erp Taalman Kip, Charlotte; Hendrickx, Tim L G; Kruit, Jans; Hoekstra, Maaike; van Loosdrecht, Mark C M

    2014-07-15

    Autotrophic nitrogen removal from municipal wastewater enables development of energy autarkic wastewater treatment plants. In this study we report the evaluation of the anammox process in a granular sludge fluidized bed lab-scale reactor continuously fed with the actual effluent of the A-stage of the WWTP of Dokhaven, Rotterdam. The reactor was anoxic, and nitrite was dosed continuously to support anammox activity only. The system was operated for more than ten months at temperatures between 20 and 10 °C. COD was also consumed during the process, but heterotrophs could not outcompete anammox bacteria. Volumetric N-removal rates obtained were comparable or higher than those of conventional N-removal systems, with values higher than 0.4 g-N L(-1) d(-1) when operated at 10 °C. The biomass specific N-removal rate at 10 °C was on average 50±7 mg-N g-VSS(-1) d(-1) during the last month of operations, almost two times higher than previously reported activities at this temperature. FISH analysis revealed that the dominant anammox species was Candidatus Brocadia Fulgida throughout the experimentation. Evidence for growth of anammox bacteria at mainstream conditions was demonstrated for the entire temperature range tested (10-20 °C), and new granules were shown to be actively formed and efficiently retained in the system. PMID:24927034

  11. Municipal waste-water sludge-combustion technology. Seminar pub

    SciTech Connect

    Not Available

    1985-09-01

    This publication describes and evaluates the various municipal sludge-combustion systems. It also emphasizes the necessity for considering and evaluating the costs involved in the total sludge-management train, including dewatering, combustion, air pollution control, and ash-disposal processes. It is intended to supplement but not replace EPA technology-transfer publications on sludge treatment and disposal, dewatering municipal wastewater sludges, municipal sludge landfills, and land application of municipal sludge. It also answers questions that have been raised about incineration as a means of processing sludge solids for ultimate disposal and presents factual answers supported by case histories. The primary objectives of the document are: (1) to assess the current status of municipal-sludge-combustion technology as to performance of in-place systems, environmental concerns, and regulatory agency viewpoints; (2) to determine what needs to be done to make municipal-sludge combustion more economical, including upgrading the performance of present and future systems; and (3) to discuss technology in the R and D stage.

  12. Municipal Solid Waste Management in Kadapa Town: A Case Study.

    PubMed

    Sumithra, S; Sunitha, V; Nagaraju, G

    2014-01-01

    Solid waste management (SWM) is a worldwide phenomenon. It is a big challenge all over the world for human beings. The problem of municipal solid waste management (MSWM) is also prevailing in the environment of Kadapa town in India. Therefore, the present study was undertaken to find out the problems and prospects of municipal solid waste in Kadapa town. A detailed investigation was made regarding the methods of practices associated with sources, quantity generated, collection, transportation, storage, treatment and disposal of municipal solid waste in the study area. The data related to SWM in the study area was obtained through questionnaire, individual field visits, interaction with people and authentic record of municipal corporation. Status of the MSW in Kadapa town was studied. The results indicated that the major constituents of municipal solid waste were organic in nature and approximately one fourth of municipal solid waste was recyclable. Detailed data on solid waste management practices, including collection, recovery and disposal method, has been presented in this paper. PMID:26445765

  13. [Microbial community of municipal discharges in a sewage treatment plant].

    PubMed

    Xu, Ai-ling; Ren, Jie; Song, Zhi-wen; Wu, Deng-deng; Xia, Yan

    2014-09-01

    There are numerous microorganisms, especial pathogens, in the discharges. Those microorganisms are discharged into the river and sea through sewage outfalls, which results in possible health risks to coastal populations. And more attention should be paid to municipal discharges in developing countries. This study investigated the microbial community in the discharges by constructing 16S rDNA clones library and using the PCR-RFLP technology. Phylogenetic analysis of bacteria in municipal discharges showed that there were 59 species, which were divided into 11 classes. Proteobacteria accounted for 85% of all the bacteria, of which β-Proteobacteria and γ- Proteobacteria were the dominant classes. Bacteria in the waste water treating process had important influence on microbial community in municipal discharges, therefore, municipal sewage plant should choose the process according to the characteristics and purifying capacity of the receiving water body. Legionella spp. accounted for approximately 10% , the Legionnaires' disease resulted from which might be of top risk for the residents in the surrounding of the municipal discharges outfall and receiving water. Dechloromonas aromatica could make use of chlorite ( CIO - ) , which led to its survival from chlorine disinfection, and it alerted us that several disinfection methods should be used together to ensure the bacterial safety of municipal discharges. Coliform group and other pathogenic bacteria, such as Salmonella spp. , Shigella spp. , Escherichia coli, Vibrio cholerae, Staphylococcus aureus, Arcobacter spp. were not detected in this study, and it indicated that we should do more work and use more methods to investigate the perniciousness of discharges. PMID:25518668

  14. Air emissions assessment and air quality permitting for a municipal waste landfill treating municipal sewage sludge

    SciTech Connect

    Koehler, J.

    1998-12-31

    This paper presents a case study into the air quality permitting of a municipal solid waste (MSW) landfill in the San Francisco Bay Area undergoing a proposed expansion in operations to increase the life of the landfill. The operations of this facility include MSW landfilling, the treatment and disposal of municipal sewage sludge, the aeration of petroleum-contaminated soils, the construction of a new on-site plant to manufacture soil amendment products from waste wood and other organic material diverted from the landfill, and the installation of a vaporator to create steam from leachate for injection into the landfill gas flare. The emissions assessment for each project component relied upon interpretation of source tests from similar operations, incorporation of on-site measurements into emissions models and mass balances, and use of AP-42 procedures for emissions sources such as wind-blown dust, material handling and transfer operations, and fugitive landfill gas. Air permitting issues included best available control technology (BACT), emission offset thresholds, new source performance standards (NSPS), potential air toxics health risk impacts, and compliance with federal Title V operating permit requirements. With the increasing difficulties of siting new landfills, increasing pressures to reduce the rate of waste placement into existing landfills, and expanding regulatory requirements on landfill operations, experiences similar to those described in this paper are likely to increase in the future as permitting scenarios become more complex.

  15. GHG emission factors developed for the recycling and composting of municipal waste in South African municipalities.

    PubMed

    Friedrich, Elena; Trois, Cristina

    2013-11-01

    GHG (greenhouse gas) emission factors for waste management are increasingly used, but such factors are very scarce for developing countries. This paper shows how such factors have been developed for the recycling of glass, metals (Al and Fe), plastics and paper from municipal solid waste, as well as for the composting of garden refuse in South Africa. The emission factors developed for the different recyclables in the country show savings varying from -290kg CO2 e (glass) to -19111kg CO2 e (metals - Al) per tonne of recyclable. They also show that there is variability, with energy intensive materials like metals having higher GHG savings in South Africa as compared to other countries. This underlines the interrelation of the waste management system of a country/region with other systems, in particular with energy generation, which in South Africa, is heavily reliant on coal. This study also shows that composting of garden waste is a net GHG emitter, releasing 172 and 186kg CO2 e per tonne of wet garden waste for aerated dome composting and turned windrow composting, respectively. The paper concludes that these emission factors are facilitating GHG emissions modelling for waste management in South Africa and enabling local municipalities to identify best practice in this regard. PMID:23791423

  16. 40 CFR 60.1635 - What must I do if I close my municipal waste combustion unit and then restart my municipal waste...

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... waste combustion unit and then restart my municipal waste combustion unit? 60.1635 Section 60.1635... Combustion Units Constructed on or Before August 30, 1999 Model Rule-Increments of Progress § 60.1635 What must I do if I close my municipal waste combustion unit and then restart my municipal waste...

  17. 40 CFR 62.15090 - What must I do if I close my municipal waste combustion unit and then restart my municipal waste...

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... waste combustion unit and then restart my municipal waste combustion unit? 62.15090 Section 62.15090... Municipal Waste Combustion Units Constructed on or Before August 30, 1999 Compliance Schedule and Increments of Progress § 62.15090 What must I do if I close my municipal waste combustion unit and then...

  18. 40 CFR 62.15090 - What must I do if I close my municipal waste combustion unit and then restart my municipal waste...

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... waste combustion unit and then restart my municipal waste combustion unit? 62.15090 Section 62.15090... Municipal Waste Combustion Units Constructed on or Before August 30, 1999 Compliance Schedule and Increments of Progress § 62.15090 What must I do if I close my municipal waste combustion unit and then...

  19. 40 CFR 60.1635 - What must I do if I close my municipal waste combustion unit and then restart my municipal waste...

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... waste combustion unit and then restart my municipal waste combustion unit? 60.1635 Section 60.1635... Combustion Units Constructed on or Before August 30, 1999 Model Rule-Increments of Progress § 60.1635 What must I do if I close my municipal waste combustion unit and then restart my municipal waste...

  20. Carbon footprint estimation of municipal water cycle

    NASA Astrophysics Data System (ADS)

    Bakhshi, Ali A.

    2009-11-01

    This research investigates the embodied energy associated with water use. A geographic information system (GIS) was tested using data from Loudoun County, Virginia. The objective of this study is to estimate the embodied energy and carbon emission levels associated with water service at a geographical location and to improve for sustainability planning. Factors that affect the carbon footprint were investigated and the use of a GIS based model as a sustainability planning framework was evaluated. The carbon footprint metric is a useful tool for prediction and measurement of a system's sustainable performance over its expected life cycle. Two metrics were calculated: tons of carbon dioxide per year to represent the contribution to global warming and watt-hrs per gallon to show the embodied energy associated with water consumption. The water delivery to the building, removal of wastewater from the building and associated treatment of water and wastewater create a sizable carbon footprint; often the energy attributed to this water service is the greatest end use of electrical energy. The embodied energy in water depends on topographical characteristics of the area's local water supply, the efficiency of the treatment systems, and the efficiency of the pumping stations. The questions answered by this research are: What is the impact of demand side sustainable water practices on the embodied energy as represented by a comprehensive carbon footprint? What are the major energy consuming elements attributed to the system? What is a viable and visually identifiable tool to estimate the carbon footprint attributed to those Greenhouse Gas (GHG) producing elements? What is the embodied energy and emission associated with water use delivered to a building? Benefits to be derived from a standardized GIS applied carbon footprint estimation approach include: (1) Improved environmental and economic information for the developers, water and wastewater processing and municipal

  1. Radioactivity in municipal sewage and sludge.

    PubMed Central

    Martin, J E; Fenner, F D

    1997-01-01

    OBJECTIVE: To determine the environmental consequences of discharges of radioactivity from a large medical research facility into municipal sewage, specifically 131I activity in sewage sludge, and the radiation exposures to workers and the public when sludges are incinerated. METHODS: The authors measured radioactivity levels in the sludge at the Ann Arbor, Michigan, Waste Water Treatment Plant following radioiodine treatments of two patients at the University of Michigan hospital complex and performed a series of calculations to estimate potential radiation doses due to releases of 131I from incineration of sewage sludge. RESULTS: Approximately 1.1% of the radioactive 131I administered therapeutically to patients was measured in the primary sludge. Radiation doses from incineration of sludge were calculated to be 0.048 millirem (mrem) for a worker during a period in which the incinerator filtration system failed, a condition that could be considered to represent maximum exposure conditions, for two nine-hour days. Calculated results for a more typically exposed worker (with the filtration system in operation and a 22-week period of incineration) yielded a committed effective dose equivalent of 0.066 mrem. If a worker were exposed to both conditions during the period of incineration, the dose was calculated to be 0.11 mrem. For a member of the public, the committed effective dose equivalent was calculated as 0.003 mrem for a 22-week incineration period. Exposures to both workers and the public were a very small fraction of a typical annual dose (about 100 mrem excluding radon, or 300 mrem with radon) due to natural background radiation. Transport time to the treatment plant for radioiodine was found to be much longer than that of a normal sewage, possibly due to absorption of iodine by organic material in the sewer lines. The residence time of radioiodine in the sewer also appears to be longer than expected. CONCLUSION: 131I in land-applied sludge presents few

  2. Mercury emissions from municipal solid waste combustors

    SciTech Connect

    Not Available

    1993-05-01

    This report examines emissions of mercury (Hg) from municipal solid waste (MSW) combustion in the United States (US). It is projected that total annual nationwide MSW combustor emissions of mercury could decrease from about 97 tonnes (1989 baseline uncontrolled emissions) to less than about 4 tonnes in the year 2000. This represents approximately a 95 percent reduction in the amount of mercury emitted from combusted MSW compared to the 1989 mercury emissions baseline. The likelihood that routinely achievable mercury emissions removal efficiencies of about 80 percent or more can be assured; it is estimated that MSW combustors in the US could prove to be a comparatively minor source of mercury emissions after about 1995. This forecast assumes that diligent measures to control mercury emissions, such as via use of supplemental control technologies (e.g., carbon adsorption), are generally employed at that time. However, no present consensus was found that such emissions control measures can be implemented industry-wide in the US within this time frame. Although the availability of technology is apparently not a limiting factor, practical implementation of necessary control technology may be limited by administrative constraints and other considerations (e.g., planning, budgeting, regulatory compliance requirements, etc.). These projections assume that: (a) about 80 percent mercury emissions reduction control efficiency is achieved with air pollution control equipment likely to be employed by that time; (b) most cylinder-shaped mercury-zinc (CSMZ) batteries used in hospital applications can be prevented from being disposed into the MSW stream or are replaced with alternative batteries that do not contain mercury; and (c) either the amount of mercury used in fluorescent lamps is decreased to an industry-wide average of about 27 milligrams of mercury per lamp or extensive diversion from the MSW stream of fluorescent lamps that contain mercury is accomplished.

  3. Conversion of municipal solid waste to hydrogen

    SciTech Connect

    Richardson, J.H.; Rogers, R.S.; Thorsness, C.B.

    1995-04-01

    LLNL and Texaco are cooperatively developing a physical and chemical treatment method for the conversion of municipal solid waste (MSW) to hydrogen via the steps of hydrothermal pretreatment, gasification and purification. LLNL`s focus has been on hydrothermal pretreatment of MSW in order to prepare a slurry of suitable viscosity and heating value to allow efficient and economical gasification and hydrogen production. The project has evolved along 3 parallel paths: laboratory scale experiments, pilot scale processing, and process modeling. Initial laboratory-scale MSW treatment results (e.g., viscosity, slurry solids content) over a range of temperatures and times with newspaper and plastics will be presented. Viscosity measurements have been correlated with results obtained at MRL. A hydrothermal treatment pilot facility has been rented from Texaco and is being reconfigured at LLNL; the status of that facility and plans for initial runs will be described. Several different operational scenarios have been modeled. Steady state processes have been modeled with ASPEN PLUS; consideration of steam injection in a batch mode was handled using continuous process modules. A transient model derived from a general purpose packed bed model is being developed which can examine the aspects of steam heating inside the hydrothermal reactor vessel. These models have been applied to pilot and commercial scale scenarios as a function of MSW input parameters and have been used to outline initial overall economic trends. Part of the modeling, an overview of the MSW gasification process and the modeling of the MSW as a process material, was completed by a DOE SERS (Science and Engineering Research Semester) student. The ultimate programmatic goal is the technical demonstration of the gasification of MSW to hydrogen at the laboratory and pilot scale and the economic analysis of the commercial feasibility of such a process.

  4. Hydrogen production from municipal solid waste

    SciTech Connect

    Wallman, P.H.; Richardson, J.H.; Thorsness, C.B.

    1996-06-28

    We have modified a Municipal Solid Waste (MSW) hydrothermal pretreatment pilot plant for batch operation and blowdown of the treated batch to low pressure. We have also assembled a slurry shearing pilot plant for particle size reduction. Waste paper and a mixture of waste paper/polyethylene plastic have been run in the pilot plant with a treatment temperature of 275{degrees}C. The pilot-plant products have been used for laboratory studies at LLNL. The hydrothermal/shearing pilot plants have produced acceptable slurries for gasification tests from a waste paper feedstock. Work is currently underway with combined paper/plastic feedstocks. When the assembly of the Research Gasification Unit at Texaco (feed capacity approximately 3/4-ton/day) is complete (4th quarter of FY96), gasification test runs will commence. Laboratory work on slurry samples during FY96 has provided correlations between slurry viscosity and hydrothermal treatment temperature, degree of shearing, and the presence of surfactants and admixed plastics. To date, pumpable slurries obtained from an MSW surrogate mixture of treated paper and plastic have shown heating values in the range 13-15 MJ/kg. Our process modeling has quantified the relationship between slurry heating value and hydrogen yield. LLNL has also performed a preliminary cost analysis of the process with the slurry heating value and the MSW tipping fee as parameters. This analysis has shown that the overall process with a 15 MJ/kg slurry gasifier feed can compete with coal-derived hydrogen with the assumption that the tipping fee is of the order $50/ton.

  5. Metals removal and recovery from municipal sludge

    SciTech Connect

    Jenkins, R.L.; Scheybeler, B.J.; Smith, M.L.; Baird, R.; Lo, M.P.; Haug, R.T.

    1981-01-01

    The feasibility of metals removal from municipal sludges that may be disposed of on agricultural land was studied. Heavy metal accumulation in such vegetables as lettuce and heavy metal toxicity to such crops as oats, beans, corn, and radishes is of concern. The purpose of the study was to assess metal removal systems for sludges obtained from the Joint Water Pollution Control Plant, Carson, Calif. Primary sludge, waste activated sludge, and their anaerobically digested counterparts were dosed with sulfuric acid and the chelating agent, ethylenediaminetetraacetic acid (EDTA), to effect metal solubilization. Seven metals were examined for removal from sludge: Cd, Cr, Cu, Fe, Pb, Ni, and Zn. Recovery of metals from the sludges was also examined. Using an acid dosage to effect pH decrease to pH 2 and a-stirring time of 24 hours, the removal efficiencies for Fe, Zn, Ni, and Cr were found to be upwards of 75%. Removal efficiencies for Pb and Cd were less, at about 30 to 70%. At less than 10%, Cu was hardly removed. Metal extraction using EDTA gave slightly higher removal efficiencies for Cd, Pb, and Cu. The recovery of solubilized metals from solution with lime was very successful at greater than 90% efficiencies. Examination of the dewaterability of the acid-treated sludge found no significant difference between treated and untreated. Preliminary estimates indicated that about 0.5 metric ton of acid would be required for each dry metric ton of sludge solids to effect significant metal removal of better than 50% of the cadmium and 33% of the lead. To precipitate the metals from the acid filtrate, 1 metric ton of lime per dry metric ton of sludge would be needed. Considering the chemical costs and metal removal efficiency by sludge acidification, it would seem that industrial source control would be a more practical approach, although its full economic impact on the industries has not been estimated.

  6. Conversion of municipal solid waste to hydrogen

    SciTech Connect

    Richardson, J.H.; Rogers, R.S.; Thorsness, C.B.

    1995-09-01

    LLNL and Texaco are cooperatively developing a physical and chemical treatment method for the conversion of municipal solid waste (MSW) to hydrogen via the steps of hydrothermal pretreatment, gasification and purification. LLNL`s focus has been on hydrothermal pretreatment of MSW in order to prepare a slurry of suitable viscosity and heating value to allow efficient and economical gasification and hydrogen production. The project has evolved along 3 parallel paths: laboratory scale experiments, pilot scale processing, and process modeling. Initial laboratory-scale MSW treatment results (e.g., viscosity, slurry solids content) over a range of temperatures and times with newspaper and plastics will be presented. Viscosity measurements have been correlated with results obtained at MRL. A hydrothermal treatment pilot facility has been rented from Texaco and is being reconfigured at LLNL; the status of that facility and plans for initial runs will be described. Several different operational scenarios have been modeled. Steady state processes have been modeled with ASPEN PLUS; consideration of steam injection in a batch mode was handled using continuous process modules. A transient model derived from a general purpose packed bed model is being developed which can examine the aspects of steam heating inside the hydrothermal reactor vessel. These models have been applied to pilot and commercial scale scenarios as a function of MSW input parameters and have been used to outline initial overall economic trends. Part of the modeling, an overview of the MSW gasification process and the modeling of the MSW as a process material, was completed by a DOE SERS (Science and Engineering Research Semester) student. The ultimate programmatic goal is the technical demonstration of the gasification of MSW to hydrogen at the laboratory and pilot scale and the economic analysis of the commercial feasibility of such a process.

  7. Municipal waste-to-energy technology assessment

    SciTech Connect

    Barrett, R.E.; Krause, H.H., Jr.; Engdahl, R.B.; Levy, A.; Oxley, J.H. )

    1992-01-01

    Two major technologies are available to burn municipal solid waste (MSW) to generate steam for the production of electricity: mass-burn and refuse-derived fuel (RDF) systems. Mass-burn systems process as-received waste directly in a combustor, such as a reciprocating, rotary, or roller-grate furnace, with only limited removal of undesirable objects. Refuse-derived-fuel (RDF) systems first process the waste to produce refuse-derived fuel via shredding and other operations before combustion in spreader-stoker, fluidized-bed, and other suitable combustors. Although mass-burn systems with specially designed grates are now considered proven technology, there is much interest in RDF systems, because RDF can be used in a wide range of combustors, including some utility power plants of conventional design. However, a number of technical issues remain for both mass-burn and RDF-firing systems, and further research is warranted. Disposal of the ash residues from the combustor and/or the waste from the air-pollution control equipment is a major issue preventing more widespread use of this technology. Selection of materials of construction is also an important issue. Continuous-emission-monitoring requirements may be exceeding the technical capabilities for reliable, long-term operation. The occasional receipt of biologically active waste or waste containing heavy metals is still a troublesome issue. Dioxin emissions seem to be a problem only in plants of early design, although the issue of dioxin emissions continues to be a major one in permit applications and public relations. 58 refs., 28 figs., 16 tabs.

  8. Conversion of municipal solid waste to hydrogen

    NASA Astrophysics Data System (ADS)

    Richardson, J. H.; Rogers, R. S.; Thorsness, C. B.

    1995-04-01

    LLNL and Texaco are cooperatively developing a physical and chemical treatment method for the conversion of municipal solid waste (MSW) to hydrogen via the steps of hydrothermal pretreatment, gasification and purification. LLNL's focus has been on hydrothermal pretreatment of MSW in order to prepare a slurry of suitable viscosity and heating value to allow efficient and economical gasification and hydrogen production. The project has evolved along 3 parallel paths: laboratory scale experiments, pilot scale processing, and process modeling. Initial laboratory-scale MSW treatment results (e.g., viscosity, slurry solids content) over a range of temperatures and times with newspaper and plastics will be presented. Viscosity measurements have been correlated with results obtained at MRL. A hydrothermal treatment pilot facility has been rented from Texaco and is being reconfigured at LLNL; the status of that facility and plans for initial runs will be described. Several different operational scenarios have been modeled. Steady state processes have been modeled with ASPEN PLUS; consideration of steam injection in a batch mode was handled using continuous process modules. A transient model derived from a general purpose packed bed model is being developed which can examine the aspects of steam heating inside the hydrothermal reactor vessel. These models have been applied to pilot and commercial scale scenarios as a function of MSW input parameters and have been used to outline initial overall economic trends. Part of the modeling, an overview of the MSW gasification process and the modeling of the MSW as a process material, was completed by a DOE SERS (Science and Engineering Research Semester) student. The ultimate programmatic goal is the technical demonstration of the gasification of MSW to hydrogen at the laboratory and pilot scale and the economic analysis of the commercial feasibility of such a process.

  9. 40 CFR 62.15035 - Is my small municipal waste combustion unit subject to different requirements based on plant...

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... combustion capacity greater than 250 tons per day of municipal solid waste. (See the definition of municipal... capacity of no more than 250 tons per day of municipal solid waste. (See the definition of municipal waste... small municipal waste combustion unit subject to different requirements based on plant capacity?...

  10. Partnerships for development: municipal solid waste management in Kasese, Uganda.

    PubMed

    Christensen, David; Drysdale, David; Hansen, Kenneth; Vanhille, Josefine; Wolf, Andreas

    2014-11-01

    Municipal solid waste management systems of many developing countries are commonly constrained by factors such as limited financial resources and poor governance, making it a difficult proposition to break with complex, entrenched and unsustainable technologies and systems. This article highlights strategic partnerships as a way to affect a distributed agency among several sets of stakeholders to break so-called path dependencies, which occur when such unsustainable pathways arise, stabilize and become self-reinforcing over time. Experiences from a North-South collaborative effort provide some lessons in such partnership building: In Uganda and Denmark, respectively, the World Wildlife Fund and the network organization access2innovation have mobilized stakeholders around improving the municipal solid waste management system in Kasese District. Through a municipal solid waste management system characterization and mapping exercise, some emergent lessons and guiding principles in partnership building point to both pitfalls and opportunities for designing sustainable pathways. First, socio-technical lock-in effects in the municipal solid waste management system can stand in the way of partnerships based on introducing biogas or incineration technologies. However, opportunities in the municipal solid waste management system can exist within other areas, and synergies can be sought with interlinking systems, such as those represented with sanitation. PMID:25378254

  11. Governance in managing public health resources in Brazilian municipalities.

    PubMed

    Avelino, George; Barberia, Lorena G; Biderman, Ciro

    2014-09-01

    This study contributes to the health governance discussion by presenting a new data set that allows for comparisons of the management of health resources among Brazilian municipalities. Research on Brazil is particularly important as the provision of health services was decentralized in 1988 and since then municipalities have been given greater responsibilities for the management of fiscal resources for public health service provision. Based on detailed information on corruption practices (such as over-invoicing, illegal procurement and fake receipts) from audit reports of health programmes in 980 randomly selected Brazilian municipalities, this study deepens understanding of the relationship between health governance institutions and the incidence of corruption at the local level by exploring the extent to which horizontal and vertical accountabilities contribute to reducing the propensity of municipal government officials to divert public health resources for private gain. The results of our multiple regression analysis suggest that the experience of health municipal councils is correlated with reductions in the incidence of corruption in public health programmes. This impact is significant over time, with each additional year of health council experience reducing corruption incidence levels by 2.1% from baseline values. The findings reported in this study do not rely on the subjectivity of corruption measures which usually conflate the actual incidence of corruption with its perception by informants. Based on our results, we provide recommendations that can assist policy makers to reduce corruption. PMID:23411119

  12. Composted municipal waste effect on chosen properties of calcareous soil

    NASA Astrophysics Data System (ADS)

    Hamidpour, M.; Afyuni, M.; Khadivi, E.; Zorpas, A.; Inglezakis, V.

    2012-10-01

    A 3-year field study was conducted to assess effects of composted municipal waste on some properties, distribution of Zn, Cu in a calcareous soil and uptake of these metals by wheat. The treatments were 0, 25, 50 and 100 Mg ha-1 of municipal solidwastewhichwas applied in three consecutive years. The application of composted municipal waste increased the saturated hydraulic conductivity, the aggregate stability,the organic carbon content and electrical conductivity, whereas it slightly decreased the soil pH and bulk density. A significant increase in the concentration of Zn and Cu were observed with increasing number and rate of compost application. The distribution of Zn and Cu between the different fractions in untreated and treated soils showed that the majority of Zn and Cu were in the residual form. Finally, the levels of Zn and Cu were higher in grains of wheat grown in composttreated plots compared to that grown in the control plots.

  13. Anaerobic treatment of municipal wastewater using the UASB-technology.

    PubMed

    Urban, I; Weichgrebe, D; Rosenwinkel, K-H

    2007-01-01

    The anaerobic treatment of municipal wastewater enables new applications for the reuse of wastewater. The effluent could be used for irrigation as the included nutrients are not affected by the treatment. Much more interesting now are renewable energies and the retrenchment of CO(2) emission. With the anaerobic treatment of municipal wastewater, not only can the CO(2) emission be reduced but "clean" energy supply can be gained by biogas. Most important for the sustainability of this process is the gathering of methane from the liquid effluent of the reactor, because the negative climate-relevant effect from the degassing methane is much higher than the positive effect from saving CO(2) emission. In this study, UASB reactors were used with a flocculent sludge blanket for the biodegradation of the carbon fraction in the wastewater with different temperatures and concentrations. It could be shown that the positive effect is much higher for municipal wastewater with high concentrations in hot climates. PMID:18048975

  14. Anaerobic digestion of municipal solid waste: Technical developments

    SciTech Connect

    Rivard, C.J.

    1996-01-01

    The anaerobic biogasification of organic wastes generates two useful products: a medium-Btu fuel gas and a compost-quality organic residue. Although commercial-scale digestion systems are used to treat municipal sewage wastes, the disposal of solid organic wastes, including municipal solid wastes (MSW), requires a more cost-efficient process. Modern biogasification systems employ high-rate, high-solids fermentation methods to improve process efficiency and reduce capital costs. The design criteria and development stages are discussed. These systems are also compared with conventional low-solids fermentation technology.

  15. 76 FR 37809 - The Connecticut Transmission Municipal Electric Energy Cooperative; Notice of Request for Waiver...

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-06-28

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF ENERGY Federal Energy Regulatory Commission The Connecticut Transmission Municipal Electric Energy Cooperative; Notice... Municipal Electric Energy Cooperative filed a petition requesting full waiver or exemption from...

  16. VITRIFICATION OF MUNICIPAL SOLID WASTE COMBUSTION AIR POLLUTION CONTROL RESIDUES USING CORNING, INC. PROCESS

    EPA Science Inventory

    A demonstration was conducted to vitrify municipal solid waste (MSW) combustor air pollution control residue (APC) under the USEPA Municipal Waste Innovative Technology Evaluation Program. uplicate demonstration was conducted using a process developed by Corning Inc. in a cold cr...

  17. DENSITY LEVELS OF PATHOGENIC ORGANISMS IN MUNICIPAL WASTEWATER SLUDGE: A LITERATURE REVIEW

    EPA Science Inventory

    This report presents a critical review of the literature from laboratory and full scale studies regarding density levels of indicator and pathogenic organisms in municipal wastewater sludges and septage. The effectiveness of conventional municipal sludge stabilization processes (...

  18. EFFECT OF LAND DISPOSAL APPLICATIONS OF MUNICIPAL ENVIRONMENTAL WASTES ON CROP YIELDS AND HEAVY METAL UPTAKE

    EPA Science Inventory

    This report provides the cumulative data acquired from 1969 through 1975 from field and greenhouse investigations pertaining to the effects on selected soils and plants from municipal compost and sewage sludge applications. Multiple applications of composted municipal refuse resu...

  19. 76 FR 2162 - Self-Regulatory Organizations; Municipal Securities Rulemaking Board; Notice of Filing and...

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-01-12

    ... FR 70760 (November 18, 2010). 2. Statutory Basis The MSRB believes that the proposed revisions to the... Immediate Effectiveness of Revisions to the Selection Specifications for the Municipal Securities... revisions to the selection specifications for the Municipal Securities Representative...

  20. TECHNICAL APPROACHES TO CHARACTERIZING AND REDEVELOPING BROWNFIELDS SITES: MUNICIPAL LANDFILLS AND ILLEGAL DUMPS

    EPA Science Inventory

    The guidance document gives assistance to communities, decision-makers, states and municipalities, academia, and the private sector to address issues related to the redevelopment of Brownfields sites, specifically, municipal landfill and illegal dump sites. The document helps use...

  1. 40 CFR 258.16 - Closure of existing municipal solid waste landfill units.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... (CONTINUED) SOLID WASTES CRITERIA FOR MUNICIPAL SOLID WASTE LANDFILLS Location Restrictions § 258.16 Closure of existing municipal solid waste landfill units. (a) Existing MSWLF units that cannot make the... 40 Protection of Environment 24 2010-07-01 2010-07-01 false Closure of existing municipal...

  2. 40 CFR 62.14353 - Standards for municipal solid waste landfill emissions.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... 40 Protection of Environment 8 2011-07-01 2011-07-01 false Standards for municipal solid waste... POLLUTANTS Federal Plan Requirements for Municipal Solid Waste Landfills That Commenced Construction Prior to... municipal solid waste landfill emissions. (a) The owner or operator of a designated facility having a...

  3. 40 CFR 62.14353 - Standards for municipal solid waste landfill emissions.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... 40 Protection of Environment 8 2010-07-01 2010-07-01 false Standards for municipal solid waste... POLLUTANTS Federal Plan Requirements for Municipal Solid Waste Landfills That Commenced Construction Prior to... municipal solid waste landfill emissions. (a) The owner or operator of a designated facility having a...

  4. 40 CFR 258.16 - Closure of existing municipal solid waste landfill units.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... 40 Protection of Environment 25 2011-07-01 2011-07-01 false Closure of existing municipal solid waste landfill units. 258.16 Section 258.16 Protection of Environment ENVIRONMENTAL PROTECTION AGENCY (CONTINUED) SOLID WASTES CRITERIA FOR MUNICIPAL SOLID WASTE LANDFILLS Location Restrictions § 258.16 Closure of existing municipal solid...

  5. 40 CFR Table 3 to Subpart Cb of... - Municipal Waste Combustor Operating Guidelines

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... 40 Protection of Environment 6 2010-07-01 2010-07-01 false Municipal Waste Combustor Operating... and Compliance Times for Large Municipal Waste Combustors That are Constructed on or Before September 20, 1994 Pt. 60, Subpt. Cb, Table 3 Table 3 to Subpart Cb of Part 60—Municipal Waste...

  6. 40 CFR 60.752 - Standards for air emissions from municipal solid waste landfills.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... municipal solid waste landfills. 60.752 Section 60.752 Protection of Environment ENVIRONMENTAL PROTECTION... of Performance for Municipal Solid Waste Landfills § 60.752 Standards for air emissions from municipal solid waste landfills. (a) Each owner or operator of an MSW landfill having a design capacity...

  7. 40 CFR 60.33c - Emission guidelines for municipal solid waste landfill emissions.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... 40 Protection of Environment 7 2014-07-01 2014-07-01 false Emission guidelines for municipal solid... Guidelines and Compliance Times for Municipal Solid Waste Landfills § 60.33c Emission guidelines for municipal solid waste landfill emissions. (a) For approval, a State plan shall include control of...

  8. 40 CFR 258.16 - Closure of existing municipal solid waste landfill units.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... 40 Protection of Environment 25 2014-07-01 2014-07-01 false Closure of existing municipal solid... (CONTINUED) SOLID WASTES CRITERIA FOR MUNICIPAL SOLID WASTE LANDFILLS Location Restrictions § 258.16 Closure of existing municipal solid waste landfill units. (a) Existing MSWLF units that cannot make...

  9. 40 CFR 258.16 - Closure of existing municipal solid waste landfill units.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... 40 Protection of Environment 26 2013-07-01 2013-07-01 false Closure of existing municipal solid... (CONTINUED) SOLID WASTES CRITERIA FOR MUNICIPAL SOLID WASTE LANDFILLS Location Restrictions § 258.16 Closure of existing municipal solid waste landfill units. (a) Existing MSWLF units that cannot make...

  10. 40 CFR 60.752 - Standards for air emissions from municipal solid waste landfills.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... municipal solid waste landfills. 60.752 Section 60.752 Protection of Environment ENVIRONMENTAL PROTECTION... of Performance for Municipal Solid Waste Landfills § 60.752 Standards for air emissions from municipal solid waste landfills. (a) Each owner or operator of an MSW landfill having a design capacity...

  11. 40 CFR 258.16 - Closure of existing municipal solid waste landfill units.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... 40 Protection of Environment 26 2012-07-01 2011-07-01 true Closure of existing municipal solid... (CONTINUED) SOLID WASTES CRITERIA FOR MUNICIPAL SOLID WASTE LANDFILLS Location Restrictions § 258.16 Closure of existing municipal solid waste landfill units. (a) Existing MSWLF units that cannot make...

  12. 40 CFR 60.33c - Emission guidelines for municipal solid waste landfill emissions.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... 40 Protection of Environment 7 2012-07-01 2012-07-01 false Emission guidelines for municipal solid... Guidelines and Compliance Times for Municipal Solid Waste Landfills § 60.33c Emission guidelines for municipal solid waste landfill emissions. (a) For approval, a State plan shall include control of...

  13. 40 CFR 60.33c - Emission guidelines for municipal solid waste landfill emissions.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... 40 Protection of Environment 7 2013-07-01 2013-07-01 false Emission guidelines for municipal solid... Guidelines and Compliance Times for Municipal Solid Waste Landfills § 60.33c Emission guidelines for municipal solid waste landfill emissions. (a) For approval, a State plan shall include control of...

  14. 40 CFR 60.752 - Standards for air emissions from municipal solid waste landfills.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... municipal solid waste landfills. 60.752 Section 60.752 Protection of Environment ENVIRONMENTAL PROTECTION... of Performance for Municipal Solid Waste Landfills § 60.752 Standards for air emissions from municipal solid waste landfills. (a) Each owner or operator of an MSW landfill having a design capacity...

  15. 40 CFR 60.54a - Standard for municipal waste combustor acid gases.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... 40 Protection of Environment 7 2013-07-01 2013-07-01 false Standard for municipal waste combustor... for Municipal Waste Combustors for Which Construction is Commenced After December 20, 1989 and on or Before September 20, 1994 § 60.54a Standard for municipal waste combustor acid gases. (a)-(b) (c) On...

  16. 40 CFR 60.56a - Standards for municipal waste combustor operating practices.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... 40 Protection of Environment 7 2013-07-01 2013-07-01 false Standards for municipal waste combustor... Performance for Municipal Waste Combustors for Which Construction is Commenced After December 20, 1989 and on or Before September 20, 1994 § 60.56a Standards for municipal waste combustor operating practices....

  17. 40 CFR 60.752 - Standards for air emissions from municipal solid waste landfills.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... municipal solid waste landfills. 60.752 Section 60.752 Protection of Environment ENVIRONMENTAL PROTECTION... of Performance for Municipal Solid Waste Landfills § 60.752 Standards for air emissions from municipal solid waste landfills. (a) Each owner or operator of an MSW landfill having a design capacity...

  18. 40 CFR 60.54a - Standard for municipal waste combustor acid gases.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... 40 Protection of Environment 7 2014-07-01 2014-07-01 false Standard for municipal waste combustor... for Municipal Waste Combustors for Which Construction Is Commenced After December 20, 1989 and On or Before September 20, 1994 § 60.54a Standard for municipal waste combustor acid gases. (a)-(b) (c) On...

  19. 40 CFR 60.54a - Standard for municipal waste combustor acid gases.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... 40 Protection of Environment 7 2012-07-01 2012-07-01 false Standard for municipal waste combustor... for Municipal Waste Combustors for Which Construction is Commenced After December 20, 1989 and on or Before September 20, 1994 § 60.54a Standard for municipal waste combustor acid gases. (a)-(b) (c) On...

  20. 40 CFR 60.54a - Standard for municipal waste combustor acid gases.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... 40 Protection of Environment 6 2011-07-01 2011-07-01 false Standard for municipal waste combustor... for Municipal Waste Combustors for Which Construction is Commenced After December 20, 1989 and on or Before September 20, 1994 § 60.54a Standard for municipal waste combustor acid gases. (a)-(b) (c) On...

  1. 40 CFR 60.54b - Standards for municipal waste combustor operator training and certification.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... 40 Protection of Environment 6 2010-07-01 2010-07-01 false Standards for municipal waste combustor... Standards of Performance for Large Municipal Waste Combustors for Which Construction is Commenced After... Standards for municipal waste combustor operator training and certification. (a) No later than the date...

  2. 40 CFR 60.54a - Standard for municipal waste combustor acid gases.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... 40 Protection of Environment 6 2010-07-01 2010-07-01 false Standard for municipal waste combustor... for Municipal Waste Combustors for Which Construction is Commenced After December 20, 1989 and on or Before September 20, 1994 § 60.54a Standard for municipal waste combustor acid gases. (a)-(b) (c) On...

  3. 40 CFR 60.56a - Standards for municipal waste combustor operating practices.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... 40 Protection of Environment 7 2014-07-01 2014-07-01 false Standards for municipal waste combustor... Performance for Municipal Waste Combustors for Which Construction Is Commenced After December 20, 1989 and On or Before September 20, 1994 § 60.56a Standards for municipal waste combustor operating practices....

  4. 40 CFR 60.1015 - What is a new municipal waste combustion unit?

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... combustion unit? 60.1015 Section 60.1015 Protection of Environment ENVIRONMENTAL PROTECTION AGENCY (CONTINUED... for Small Municipal Waste Combustion Units for Which Construction is Commenced After August 30, 1999... What is a new municipal waste combustion unit? (a) A new municipal waste combustion unit is a...

  5. 40 CFR 60.1010 - Does this subpart apply to my municipal waste combustion unit?

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... waste combustion unit? 60.1010 Section 60.1010 Protection of Environment ENVIRONMENTAL PROTECTION AGENCY... Performance for Small Municipal Waste Combustion Units for Which Construction is Commenced After August 30....1010 Does this subpart apply to my municipal waste combustion unit? Yes, if your municipal...

  6. 76 FR 53678 - Calleguas Municipal Water District Notice of Surrender of Exemption (Conduit)

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-08-29

    ... Federal Energy Regulatory Commission Calleguas Municipal Water District Notice of Surrender of Exemption (Conduit) Pursuant to section 4.95(a) of the Commission's regulations,\\1\\ Calleguas Municipal Water... exemption for Project No. 11651 on June 7, 1999. Calleguas Municipal Water District, 87 FERC ] 62,256...

  7. 40 CFR 60.53a - Standard for municipal waste combustor organics.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... Municipal Waste Combustors for Which Construction is Commenced After December 20, 1989 and on or Before September 20, 1994 § 60.53a Standard for municipal waste combustor organics. (a) (b) On and after the date... 40 Protection of Environment 6 2011-07-01 2011-07-01 false Standard for municipal waste...

  8. 40 CFR 60.1010 - Does this subpart apply to my municipal waste combustion unit?

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... Performance for Small Municipal Waste Combustion Units for Which Construction is Commenced After August 30... waste combustion unit? 60.1010 Section 60.1010 Protection of Environment ENVIRONMENTAL PROTECTION AGENCY....1010 Does this subpart apply to my municipal waste combustion unit? Yes, if your municipal...

  9. 75 FR 53268 - Adequacy of New Hampshire Municipal Solid Waste Landfill Permit Program

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-08-31

    ... AGENCY 40 CFR Parts 239 and 258 Adequacy of New Hampshire Municipal Solid Waste Landfill Permit Program... approve New Hampshire's modification of its approved Municipal Solid Waste Landfill Program. On March 22... be issued to certain municipal solid waste landfills by approved states. On June 28, 2010...

  10. 77 FR 65875 - Adequacy of Arizona Municipal Solid Waste Landfill Permit Program

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-10-31

    ... AGENCY Adequacy of Arizona Municipal Solid Waste Landfill Permit Program AGENCY: Environmental Protection... determination to approve a modification to Arizona's municipal solid waste landfill (MSWLF) permit program to... amending the municipal solid waste landfill criteria at 40 CFR 258.4 to allow for Research,...