{"pageNumber":"1913","pageRowStart":"47800","pageSize":"25","recordCount":68924,"records":[{"id":4666,"text":"twri03B2_spanish - 1987 - Introduccion a la hidraulica de aguas subterraneas : un texto programado para auto-ensenanza","interactions":[],"lastModifiedDate":"2013-12-20T14:29:10","indexId":"twri03B2_spanish","displayToPublicDate":"1994-01-01T07:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-B2","title":"Introduccion a la hidraulica de aguas subterraneas : un texto programado para auto-ensenanza","docAbstract":"Este ' texto programado esta diseflado para ayudarle a comprender la teoria de la hidniulica de \naguas subterraneas por medio de la auto-enseflanza. \nLa instrucci6n programada es un enfoque a una \nmateria, un metodo de aprender;que no elimina el \nesfuerzo mental del proceso de aprendizaje. Algunas secciones de este programa necesitan solamente ser leidas; otras tendrian que ser elaboradas \ncon lapiz y papel. Algunas preguntas pueden ser \ncontestadas directamente; otras requieren calculos. A medida que se avanza en el texto, tendra que \nconsultar frecuentemente textos o referencias sobre \nmatematicas, mecanica de fluidos e hidrologia. \nEn cada una de las ocho partes del texto, inicie \nel programa de instrucci6n leyendo la Secci6n 1. \nElija una respuesta a la pregunta al final de la secci6n y dirijase a la nueva secci6n indicada al lado \nde la respuesta escogida. Si su respuesta fue \ncorrecta, pase a la secci6n que contiene materia \nnueva y otra pregunta, y proceda tal como en la \nSecci6n 1. Si su respuesta no fue correcta, dirijase \na la secci6n que contiene explicaciones adicionales \nsobre el tema anterior y que le indica volver a la \npregunta inicial e intentar de nuevo. \nEn este caso, valdra Ia pena repasar el material \nde la secci6n anterior. Continue de esta man era en \nel programa hasta que llegue a Ia secci6n que indica \nel final de la parte. Observe que aunque las secciones \nestan en orden numerico en cada una de las ocho \npartes, por lo general, usted no procedeni en secuencia numerica (Secci6n 1 ala Secci6n 2, etc.) de principia a fin.","language":"Spanish","publisher":"U.S Government Printing Office","publisherLocation":"Washington","doi":"10.3133/twri03B2_spanish","issn":"0565-596X","usgsCitation":"Bennett, G.D., 1987, Introduccion a la hidraulica de aguas subterraneas : un texto programado para auto-ensenanza: U.S. Geological Survey Techniques of Water-Resources Investigations 03-B2, xi, 167 p., https://doi.org/10.3133/twri03B2_spanish.","productDescription":"xi, 167 p.","numberOfPages":"178","costCenters":[],"links":[{"id":139516,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/4666/report-thumb.jpg"},{"id":279836,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/4666/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49c2e4b07f02db5d3d4b","contributors":{"authors":[{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":149589,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":6355,"text":"pp1257 - 1987 - Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal","interactions":[{"subject":{"id":48896,"text":"ofr84431 - 1984 - Bedrock aquifers in the Denver basin, Colorado; a quantitative water-resources appraisal","indexId":"ofr84431","publicationYear":"1984","noYear":false,"title":"Bedrock aquifers in the Denver basin, Colorado; a quantitative water-resources appraisal"},"predicate":"SUPERSEDED_BY","object":{"id":6355,"text":"pp1257 - 1987 - Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal","indexId":"pp1257","publicationYear":"1987","noYear":false,"title":"Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal"},"id":1}],"lastModifiedDate":"2022-10-12T20:34:52.243768","indexId":"pp1257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1257","title":"Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1257","usgsCitation":"Robson, S.G., 1987, Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal: U.S. Geological Survey Professional Paper 1257, Report: v, 73 p.; 5 Plates: 29.00 × 39.00 inches, https://doi.org/10.3133/pp1257.","productDescription":"Report: v, 73 p.; 5 Plates: 29.00 × 39.00 inches","costCenters":[],"links":[{"id":104583,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4771.htm","linkFileType":{"id":5,"text":"html"},"description":"4771"},{"id":33712,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1257/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33711,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1257/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33710,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1257/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33709,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1257/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33708,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1257/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33707,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1257/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117610,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1257/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Denver Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.275,\n 38.6389\n ],\n [\n -103.6458,\n 38.6389\n ],\n [\n -103.5458,\n 40.4167\n ],\n [\n -105.275,\n 40.4167\n ],\n [\n -105.275,\n 38.6389\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63da79","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":152569,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3732,"text":"cir1009 - 1987 - Review of literature on the finite-element solution of the equations of two-dimensional surface-water flow in the horizontal plane","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir1009","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1009","title":"Review of literature on the finite-element solution of the equations of two-dimensional surface-water flow in the horizontal plane","docAbstract":"Published literature on the application of the finite-element method to solving the equations of two-dimensional surface-water flow in the horizontal plane is reviewed in this report. The finite-element method is ideally suited to modeling two-dimensional flow over complex topography with spatially variable resistance. A two-dimensional finite-element surface-water flow model with depth and vertically averaged velocity components as dependent variables allows the user great flexibility in defining geometric features such as the boundaries of a water body, channels, islands, dikes, and embankments. \r\n\r\nThe following topics are reviewed in this report: alternative formulations of the equations of two-dimensional surface-water flow in the horizontal plane; basic concepts of the finite-element method; discretization of the flow domain and representation of the dependent flow variables; treatment of boundary conditions; discretization of the time domain; methods for modeling bottom, surface, and lateral stresses; approaches to solving systems of nonlinear equations; techniques for solving systems of linear equations; finite-element alternatives to Galerkin's method of weighted residuals; techniques of model validation; and preparation of model input data. References are listed in the final chapter.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir1009","usgsCitation":"Lee, J.K., and Froehlich, D.C., 1987, Review of literature on the finite-element solution of the equations of two-dimensional surface-water flow in the horizontal plane: U.S. Geological Survey Circular 1009, vi, 61 p. :ill. ;28 cm., https://doi.org/10.3133/cir1009.","productDescription":"vi, 61 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124555,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/1009/report-thumb.jpg"},{"id":30793,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/1009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d0b","contributors":{"authors":[{"text":"Lee, Jonathan K.","contributorId":60186,"corporation":false,"usgs":true,"family":"Lee","given":"Jonathan","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":147499,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Froehlich, David C.","contributorId":58617,"corporation":false,"usgs":true,"family":"Froehlich","given":"David","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":147498,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":4059,"text":"cir961 - 1987 - Conference on Continental margin mass wasting and Pleistocene sea-level changes, August 13-15, 1980","interactions":[],"lastModifiedDate":"2021-02-17T23:29:31.162414","indexId":"cir961","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"961","title":"Conference on Continental margin mass wasting and Pleistocene sea-level changes, August 13-15, 1980","docAbstract":"A conference on Continental Margin Mass Wasting and Pleistocene Sea-Level Changes was held in Woods Hole, Mass., August 13-15, 1980. Forty-seven participants, representing many government, academic, and industrial organizations, discussed the current state of knowledge of the features of marine mass wasting and of the interrelations of factors influencing them. These factors include sediment source, composition, textures, sedimentation rates, climatic and sea-level changes, gas and gas hydrate (clathrate) contents of sediments, geotechnical characteristics, oceanographic and morphological factors, ground-water processes, and seismic events. The part played by these factors in the processes and features of mass movement and the engineering considerations imposed by the emplacement of manmade structures on the sea floor were considered vital to the evaluation of hazards involved in offshore exploration and development. The conference concluded with a call for bold programs to establish the probability of occurrence and the quantitative importance of these factors and to devise more reliable means of measurement, particularly in place, of the characteristics of the sediment and features involved.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir961","usgsCitation":"1987, Conference on Continental margin mass wasting and Pleistocene sea-level changes, August 13-15, 1980: U.S. Geological Survey Circular 961, iv, 133 p., https://doi.org/10.3133/cir961.","productDescription":"iv, 133 p.","costCenters":[],"links":[{"id":31153,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0961/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117099,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0961/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2fa6","contributors":{"editors":[{"text":"Folger, David W.","contributorId":78349,"corporation":false,"usgs":true,"family":"Folger","given":"David W.","affiliations":[],"preferred":false,"id":745445,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Hathaway, John C.","contributorId":35755,"corporation":false,"usgs":true,"family":"Hathaway","given":"John C.","affiliations":[],"preferred":false,"id":810370,"contributorType":{"id":2,"text":"Editors"},"rank":2}]}} ,{"id":3430,"text":"cir1015 - 1987 - A review of circulation and mixing studies of San Francisco Bay, California","interactions":[{"subject":{"id":16040,"text":"ofr87534 - 1987 - A review of circulation and mixing studies of San Francisco Bay, California","indexId":"ofr87534","publicationYear":"1987","noYear":false,"title":"A review of circulation and mixing studies of San Francisco Bay, California"},"predicate":"SUPERSEDED_BY","object":{"id":3430,"text":"cir1015 - 1987 - A review of circulation and mixing studies of San Francisco Bay, California","indexId":"cir1015","publicationYear":"1987","noYear":false,"title":"A review of circulation and mixing studies of San Francisco Bay, California"},"id":1}],"lastModifiedDate":"2016-07-27T12:55:04","indexId":"cir1015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1015","title":"A review of circulation and mixing studies of San Francisco Bay, California","docAbstract":"

A description of the major characteristics and remaining unknowns of circulation and mixing in San Francisco Bay has been constructed from a review of published studies. From a broad perspective San Francisco Bay is an ocean-river mixing zone with a seaward flow equal to the sum of the river inflows less evaporation. Understanding of circulation and mixing within the bay requires quantification of freshwater inflows and ocean-bay exchanges, characterization of source-water variations, and separation of the within-bay components of circulation and mixing processes. Description of net circulation and mixing over a few days to a few months illustrates best the interactions of major components. Quantification of tidal circulation and mixing is also necessary because net circulation and mixing contain a large tide-induced component, and because tidal variations are dominant in measurements of stage, currents, and salinity. The discharge of the Sacramento-San Joaquin Delta into Suisun Bay is approximately 90 percent of the freshwater inflow to San Francisco Bay. Annual delta discharge is characterized by a winter season of high runoff and a summer season of low runoff. For the period 1956 to 1985 the mean of monthly discharges exceeded 1,000 cubic meters per second (35,000 cubic feet per second) for the months of December through April, whereas for July through October, it was less than 400 cubic meters per second (14,000 cubic feet per second). The months of November, May, and June commonly were transition months between these seasons. Large year-to-year deviations from this annual pattern have occurred frequently. Much less is known about the ocean-bay exchange process. Net exchanges depend on net seaward flow in the bay, tidal amplitude, and longshore coastal currents, but exchanges have not yet been measured successfully. Source-water variations are ignored by limiting discussion of mixing to salinity. The bay is composed of a northern reach, which is strongly influenced by delta discharge, and South Bay, a tributary estuary which responds to conditions in Central Bay. In the northern reach net circulation is characterized by the river-induced seaward, flow and a resulting gravitational circulation in the channels, and by a tide- and wind-induced net horizontal circulation. A surface layer of relatively fresh water in Central Bay generated by high delta discharges can induce gravitational circulation in South Bay. During low delta discharges South Bay has nearly the same salinity as Central Bay and is characterized by tide- and wind-induced net horizontal circulation. Several factors control the patterns of circulation and mixing in San Francisco Bay. Viewing circulation and mixing over different time-periods and at different geographic scales causes the influences of different factors to be emphasized. The exchange between the bay and coastal ocean and freshwater inflows determine the year-to-year behavior of San Francisco Bay as a freshwater-saltwater mixing zone. Within the bay, exchanges between the embayments control variations over a season. Circulation and mixing patterns within the embayments and the magnitude of river-induced seaward flow influence the between-bay exchanges. The within-bay patterns are in turn determined by tides, winds, and freshwater inflows. Because freshwater inflow is the only factor that can be managed, a major study focus is estimation of inflow-related effects. Most questions relate to the patterns of freshwater inflow necessary to protect valuable resources whose welfare is dependent on conditions in the bay. Among the important questions being addressed are: --What quantity of freshwater inflow is necessary to prevent salt intrusion into the Sacramento-San Joaquin Delta, and what salinity distributions in the bay would result from various inflow patterns? --What quantity of freshwater inflow is sufficient to flush pollutants through the bay? Knowledge of circul

","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir1015","usgsCitation":"Smith, L.H., 1987, A review of circulation and mixing studies of San Francisco Bay, California: U.S. Geological Survey Circular 1015, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir1015.","productDescription":"v, 38 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":116999,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/1015/report-thumb.jpg"},{"id":30445,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/1015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a804b","contributors":{"authors":[{"text":"Smith, Lawrence H.","contributorId":15180,"corporation":false,"usgs":true,"family":"Smith","given":"Lawrence","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":146892,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3720,"text":"cir987 - 1987 - The use of surface geophysical techniques to detect fractures in bedrock; an annotated bibliography","interactions":[],"lastModifiedDate":"2019-08-08T07:45:14","indexId":"cir987","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"987","title":"The use of surface geophysical techniques to detect fractures in bedrock; an annotated bibliography","docAbstract":"This annotated bibliography compiles references about the theory and application of surface geophysical techniques to locate fractures or fracture zones within bedrock units. Forty-three publications are referenced, including journal articles, theses, conference proceedings, abstracts, translations, and reports prepared by private contractors and U.S. Government agencies. Thirty-one of the publications are annotated. The remainder are untranslated foreign language articles, which are listed only as bibliographic references. \r\n\r\nMost annotations summarize the location, geologic setting, surface geophysical technique used, and results of a study. A few highly relevant theoretical studies are annotated also. Publications that discuss only the use of borehole geophysical techniques to locate fractures are excluded from this bibliography. Also excluded are highly theoretical works that may have little or no known practical application.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/cir987","usgsCitation":"Lewis, M.R., and Haeni, F., 1987, The use of surface geophysical techniques to detect fractures in bedrock; an annotated bibliography: U.S. Geological Survey Circular 987, iv, 14 p., https://doi.org/10.3133/cir987.","productDescription":"iv, 14 p.","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":117972,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0987/report-thumb.jpg"},{"id":30780,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0987/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f5f1","contributors":{"authors":[{"text":"Lewis, Mark R.","contributorId":36920,"corporation":false,"usgs":true,"family":"Lewis","given":"Mark","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":147480,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":147481,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","interactions":[{"subject":{"id":11777,"text":"ofr8350 - 1984 - Quality of ground water in Idaho","indexId":"ofr8350","publicationYear":"1984","noYear":false,"title":"Quality of ground water in Idaho"},"predicate":"SUPERSEDED_BY","object":{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","indexId":"wsp2272","publicationYear":"1987","noYear":false,"title":"Quality of ground water in Idaho"},"id":1},{"subject":{"id":15414,"text":"ofr8550 - 1985 - Nearshore marine geologic investigations, Point Barrow to Skull Cliff, Northeast Chukchi Sea","indexId":"ofr8550","publicationYear":"1985","noYear":false,"title":"Nearshore marine geologic investigations, Point Barrow to Skull Cliff, Northeast Chukchi Sea"},"predicate":"SUPERSEDED_BY","object":{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","indexId":"wsp2272","publicationYear":"1987","noYear":false,"title":"Quality of ground water in Idaho"},"id":2}],"lastModifiedDate":"2012-02-02T00:05:45","indexId":"wsp2272","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2272","title":"Quality of ground water in Idaho","docAbstract":"The major aquifers in Idaho are categorized under two rock types, sedimentary and volcanic, and are grouped into six hydrologic basins. Areas with adequate, minimally adequate, or deficient data available for groundwater-quality evaluations are described. \r\n\r\nWide variations in chemical concentrations in the water occur within individual aquifers, as well as among the aquifers. The existing data base is not sufficient to describe fully the ground-water quality throughout the State; however, it does indicate that the water is generally suitable for most uses. In some aquifers, concentrations of fluoride, cadmium, and iron in the water exceed the U.S. Environmental Protection Agency's drinking-water standards. Dissolved solids, chloride, and sulfate may cause problems in some local areas. Water-quality data are sparse in many areas, and only general statements can be made regarding the areal distribution of chemical constituents. Few data are available to describe temporal variations of water quality in the aquifers. \r\n\r\nPrimary concerns related to special problem areas in Idaho include (1) protection of water quality in the Rathdrum Prairie aquifer, (2) potential degradation of water quality in the Boise-Nampa area, (3) effects of widespread use of drain wells overlying the eastern Snake River Plain basalt aquifer, and (4) disposal of low-level radioactive wastes at the Idaho National Engineering Laboratory. \r\n\r\nShortcomings in the ground-water-quality data base are categorized as (1) multiaquifer sample inadequacy, (2) constituent coverage limitations, (3) baseline-data deficiencies, and (4) data-base nonuniformity.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2272","usgsCitation":"Yee, J., and Souza, W.R., 1987, Quality of ground water in Idaho: U.S. Geological Survey Water Supply Paper 2272, iv, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2272.","productDescription":"iv, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":139471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2272/report-thumb.jpg"},{"id":29856,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643973","contributors":{"authors":[{"text":"Yee, Johnson J.","contributorId":13612,"corporation":false,"usgs":true,"family":"Yee","given":"Johnson J.","affiliations":[],"preferred":false,"id":146165,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Souza, William R.","contributorId":90295,"corporation":false,"usgs":true,"family":"Souza","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":146166,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":4709,"text":"twri03B6 - 1987 - The principle of superposition and its application in ground-water hydraulics","interactions":[{"subject":{"id":15611,"text":"ofr84459 - 1984 - The principle of superposition and its application in ground-water hydraulics","indexId":"ofr84459","publicationYear":"1984","noYear":false,"title":"The principle of superposition and its application in ground-water hydraulics"},"predicate":"SUPERSEDED_BY","object":{"id":4709,"text":"twri03B6 - 1987 - The principle of superposition and its application in ground-water hydraulics","indexId":"twri03B6","publicationYear":"1987","noYear":false,"title":"The principle of superposition and its application in ground-water hydraulics"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri03B6","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-B6","title":"The principle of superposition and its application in ground-water hydraulics","docAbstract":"The principle of superposition, a powerful mathematical technique for analyzing certain types of complex problems in many areas of science and technology, has important applications in ground-water hydraulics and modeling of ground-water systems. The principle of superposition states that problem solutions can be added together to obtain composite solutions. This principle applies to linear systems governed by linear differential equations.\r\nThis report introduces the principle of superposition as it applies to ground-water hydrology and provides background information, discussion, illustrative problems with solutions, and problems to be solved by the reader.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/twri03B6","issn":"0565-596X","usgsCitation":"Reilly, T.E., Franke, O.L., and Bennett, G.D., 1987, The principle of superposition and its application in ground-water hydraulics: U.S. Geological Survey Techniques of Water-Resources Investigations 03-B6, viii, 28 p. :ill ;26 cm., https://doi.org/10.3133/twri03B6.","productDescription":"viii, 28 p. :ill ;26 cm.","costCenters":[],"links":[{"id":139155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":298,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri3-b6/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641cca","contributors":{"authors":[{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":149656,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Franke, O. Lehn","contributorId":63357,"corporation":false,"usgs":true,"family":"Franke","given":"O.","email":"","middleInitial":"Lehn","affiliations":[],"preferred":false,"id":149658,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":149657,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":3737,"text":"cir941 - 1987 - Streamflow characteristics at hydrologic bench-mark stations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir941","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"941","title":"Streamflow characteristics at hydrologic bench-mark stations","docAbstract":"The Hydrologic Bench-Mark Network was established in the 1960's. Its objectives were to document the hydrologic characteristics of representative undeveloped watersheds nationwide and to provide a comparative base for studying the effects of man on the hydrologic environment. The network, which consists of 57 streamflow gaging stations and one lake-stage station in 39 States, is planned for permanent operation. \r\n\r\nThis interim report describes streamflow characteristics at each bench-mark site and identifies time trends in annual streamflow that have occurred during the data-collection period. \r\n\r\nThe streamflow characteristics presented for each streamflow station are (1) flood and low-flow frequencies, (2) flow duration, (3) annual mean flow, and (4) the serial correlation coefficient for annual mean discharge. In addition, Kendall's tau is computed as an indicator of time trend in annual discharges. The period of record for most stations was 13 to 17 years, although several stations had longer periods of record. The longest period was 65 years for Merced River near Yosemite, Calif. \r\n\r\nRecords of flow at 6 of 57 streamflow sites in the network showed a statistically significant change in annual mean discharge over the period of record, based on computations of Kendall's tau. The values of Kendall's tau ranged from -0.533 to 0.648. An examination of climatological records showed that changes in precipitation were most likely the cause for the change in annual mean discharge.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir941","usgsCitation":"Lawrence, C., 1987, Streamflow characteristics at hydrologic bench-mark stations: U.S. Geological Survey Circular 941, v, 123 p. :ill., map ;28 cm., https://doi.org/10.3133/cir941.","productDescription":"v, 123 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0941/report-thumb.jpg"},{"id":30798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0941/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e5e","contributors":{"authors":[{"text":"Lawrence, C.L.","contributorId":58263,"corporation":false,"usgs":true,"family":"Lawrence","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":147507,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3603,"text":"cir968 - 1987 - Development of sinkholes resulting from man's activities in the Eastern United States","interactions":[],"lastModifiedDate":"2016-01-25T10:39:26","indexId":"cir968","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"968","title":"Development of sinkholes resulting from man's activities in the Eastern United States","docAbstract":"

Development of induced sinkholes in carbonate terranes in the Eastern United States has resulted in costly damage and water pollution. Previously, detailed investigations of sinkholes were limited to Alabama and Missouri, with the most comprehensive being in Alabama. An investigation of the remainder of the area was made in 1981 to regionalize previous findings. More than 850 sites of sinkhole development have been identified in 19 States. It is estimated that more than 6,500 sinkholes or related features have formed at these sites. Most have occurred since 1950. Based on information available, States most impacted are Alabama, Florida, Georgia, Missouri, Pennsylvania, and Tennessee.

\n

The total cost of damage and associated protective measures resulting from induced sinkholes is unknown. Costs reported for a limited number of sites were about $170 million--expended almost entirely after 1970. About $140 million were expended at five dams in four States and to repair or protect highways in two States.

\n

Sinkholes are of two types, natural and induced {accelerated or caused by man}. The sudden development of both types results from the collapse of the roof of a cavity or cavern in rock, or from the downward migration of unconsolidated deposits into solutionally enlarged openings in the top of bedrock. The occurrence of sinkholes resulting from bedrock roof collapses, in comparison with the occurrence of sinkholes resulting from downward migration of unconsolidated deposits, is rare.

\n

Induced sinkholes are of two types: those resulting from a decline in water level due to ground-water withdrawals and those resulting from construction. Sinkholes resulting from water-level declines are caused by loss of buoyant support, increase in velocity of water movement, water-level fluctuations, and induced recharge. Most induced sinkholes resulting from construction are caused by the diversion or impoundment of surface drainage over unconsolidated deposits resting on openings in the top of bedrock. Collapse mechanisms include loading, saturation, and piping.

\n

Assessment of existing or potential sinkhole problems at a site requires recognition of features associated with sinkhole development and knowledge of triggering mechanisms that cause sinkholes. Natural sinkhole development is generally not predictable. Induced sinkhole development is predictable in some instances, but is predictable only in the sense that it will occur in a particular area. The most predictable development results from dewatering by wells, quarries, and mines.

\n

Alternatives that allow avoiding or minimizing sinkhole hazards are most numerous when a problem or potential problem is recognized during site evaluation. The number of alternatives declines after the beginning of site development. Where sinkhole development is predictable, zoning of land use can minimize hazards.

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goals, objectives, and long-range plans","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir1020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1020","title":"National Geologic Mapping Program; goals, objectives, and long-range plans","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/cir1020","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, National Geologic Mapping Program; goals, objectives, and long-range plans: U.S. Geological Survey Circular 1020, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir1020.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":117785,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/1020/report-thumb.jpg"},{"id":31465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/1020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698874","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528194,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3235,"text":"cir1006 - 1987 - Proceedings of a workshop on Development of mineral, energy, and water resources and mitigation of geologic hazards in Central America","interactions":[],"lastModifiedDate":"2018-10-01T19:53:34","indexId":"cir1006","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1006","title":"Proceedings of a workshop on Development of mineral, energy, and water resources and mitigation of geologic hazards in Central America","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir1006","usgsCitation":"Cargill, S.M., and Raines, G.L., 1987, Proceedings of a workshop on Development of mineral, energy, and water resources and mitigation of geologic hazards in Central America: U.S. Geological Survey Circular 1006, v, 272 p. :ill. ;28 cm., https://doi.org/10.3133/cir1006.","productDescription":"v, 272 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":30227,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/1006/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120985,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/1006/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660763","contributors":{"editors":[{"text":"Krushensky, Richard D.","contributorId":62576,"corporation":false,"usgs":true,"family":"Krushensky","given":"Richard","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":747068,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Cargill, Simon M.","contributorId":7256,"corporation":false,"usgs":true,"family":"Cargill","given":"Simon","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":146483,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Raines, Gary L.","contributorId":48162,"corporation":false,"usgs":true,"family":"Raines","given":"Gary","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":146484,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":4681,"text":"twri03B5 - 1987 - Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction","interactions":[{"subject":{"id":13663,"text":"ofr84458 - 1984 - Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems; an introduction","indexId":"ofr84458","publicationYear":"1984","noYear":false,"title":"Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems; an introduction"},"predicate":"SUPERSEDED_BY","object":{"id":4681,"text":"twri03B5 - 1987 - Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction","indexId":"twri03B5","publicationYear":"1987","noYear":false,"title":"Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri03B5","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-B5","title":"Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction","docAbstract":"Accurate definition of boundary and initial conditions is an essential part of conceptualizing and modeling ground-water flow systems. This report describes the properties of the seven most common boundary conditions encountered in ground-water systems and discusses major aspects of their application. It also discusses the significance and specification of initial conditions and evaluates some common errors in applying this concept to ground-water-system models. An appendix is included that discusses what the solution of a differential equation represents and how the solution relates to the boundary conditions defining the specific problem. This report considers only boundary conditions that apply to saturated ground-water systems.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/twri03B5","issn":"0565-596X","usgsCitation":"Franke, O.L., Reilly, T.E., and Bennett, G.D., 1987, Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction: U.S. Geological Survey Techniques of Water-Resources Investigations 03-B5, viii, 15 p. :ill ;28 cm., https://doi.org/10.3133/twri03B5.","productDescription":"viii, 15 p. :ill ;28 cm.","costCenters":[],"links":[{"id":242,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri3-b5/","linkFileType":{"id":5,"text":"html"}},{"id":139153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672497","contributors":{"authors":[{"text":"Franke, O. Lehn","contributorId":63357,"corporation":false,"usgs":true,"family":"Franke","given":"O.","email":"","middleInitial":"Lehn","affiliations":[],"preferred":false,"id":149615,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":149613,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":149614,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":4379,"text":"cir993 - 1987 - A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"cir993","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"993","title":"A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds","docAbstract":"This paper reviews the suspended and surficial sediment fractions and their interactions with manmade organic compounds. The objective of this review is to isolate and describe those contaminant and sediment properties that contribute to the persistence of organic compounds in surface-water systems. Most persistent, nonionic organic contaminants, such as the chlorinated insecticides and polychlorinated biphenyls (PCBs), are characterized by low water solubilities and high octanol-water partition coefficients. Consequently, sorptive interactions are the primary transformation processes that control their environmental behavior. For nonionic organic compounds, sorption is primarily attributed to the partitioning of an organic contaminant between a water phase and an organic phase. Partitioning processes play a central role in the uptake and release of contaminants by sediment organic matter and in the bioconcentration of contaminants by aquatic organisms. \r\n\r\nChemically isolated sediment fractions show that organic matter is the primary determinant of the sorptive capacity exhibited by sediment. Humic substances, as dissolved organic matter, contribute a number of functions to the processes cycling organic contaminants. They alter the rate of transformation of contaminants, enhance apparent water solubility, and increase the carrying capacity of the water column beyond the solubility limits of the contaminant. As a component of sediment particles, humic substances, through sorptive interactions, serve as vectors for the hydrodynamic transport of organic contaminants. The capabilities of the humic substances stem in part from their polyfunctional chemical composition and also from their ability to exist in solution as dissolved species, flocculated aggregates, surface coatings, and colloidal organomineral and organometal complexes. \r\n\r\nThe transport properties of manmade organic compounds have been investigated by field studies and laboratory experiments that examine the sorption of contaminants by different sediment size fractions. Field studies indicate that organic contaminants tend to sorb more to fine-grained sediment, and this correlates significantly with sediment organic matter content. Laboratory experiments have extended the field studies to a wider spectrum of natural particulates and anthropogenic compounds. Quantitation of isotherm results allows the comparison of different sediment sorbents as well as the estimation of field partition coefficients from laboratory-measured sediment and contaminant properties. Detailed analyses made on the basis of particle-size classes show that all sediment fractions need to be considered in evaluating the fate and distribution of manmade organic compounds. This conclusion is based on observations from field studies and on the variety of natural organic sorbents that demonstrate sorptive capabilities in laboratory isotherm experiments.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir993","usgsCitation":"Witkowski, P., Smith, J.A., Fusillo, T., and Chiou, C.T., 1987, A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds: U.S. Geological Survey Circular 993, v, 39 p. :ill. ;28 cm., https://doi.org/10.3133/cir993.","productDescription":"v, 39 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":125121,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0993/report-thumb.jpg"},{"id":31488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0993/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f8f","contributors":{"authors":[{"text":"Witkowski, P.J.","contributorId":87120,"corporation":false,"usgs":true,"family":"Witkowski","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":148999,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, J. A.","contributorId":101646,"corporation":false,"usgs":true,"family":"Smith","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":149002,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fusillo, T. V.","contributorId":91845,"corporation":false,"usgs":true,"family":"Fusillo","given":"T. V.","affiliations":[],"preferred":false,"id":149000,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Chiou, C. T.","contributorId":97080,"corporation":false,"usgs":true,"family":"Chiou","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":149001,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":4663,"text":"twri05A3 - 1987 - Methods for the determination of organic substances in water and fluvial sediments","interactions":[{"subject":{"id":12162,"text":"ofr821004 - 1982 - Methods for the determination of organic substances in water and fluvial sediments, USGS TWRI, Book 5, Laboratory analysis, Chapter A3","indexId":"ofr821004","publicationYear":"1982","noYear":false,"title":"Methods for the determination of organic substances in water and fluvial sediments, USGS TWRI, Book 5, Laboratory analysis, Chapter A3"},"predicate":"SUPERSEDED_BY","object":{"id":4663,"text":"twri05A3 - 1987 - Methods for the determination of organic substances in water and fluvial sediments","indexId":"twri05A3","publicationYear":"1987","noYear":false,"title":"Methods for the determination of organic substances in water and fluvial sediments"},"id":1}],"lastModifiedDate":"2021-05-27T18:32:23.158825","indexId":"twri05A3","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"05-A3","title":"Methods for the determination of organic substances in water and fluvial sediments","docAbstract":"

This manual describes analytical methods used by the U.S. Geological Survey to determine organic substances in water, water-suspended-sediment mixtures, and bottom material. Some of the analytical procedures yield determinations for specific com-pounds, whereas others provide a measure of the quantity of groups of compounds present in the sample. Examples of the first category are procedures for the organochlorine and organophosphate insecticides, chlorophenoxy acid and triazine herbicides, and specific substituted phenols. Examples of the second category are the various organic carbon analyses and the polychlorinated biphenyl methods. The analytical methods are presented in a standard format; topics covered include conditions for application of the method, a summary of the method, interferences, required apparatus and reagents, analytical procedures, calculations, reporting of results, and estimation of precision.

","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, DC","doi":"10.3133/twri05A3","usgsCitation":"1987, Methods for the determination of organic substances in water and fluvial sediments (Revision - 1987): U.S. Geological Survey Techniques of Water-Resources Investigations 05-A3, viii, 80 p., https://doi.org/10.3133/twri05A3.","productDescription":"viii, 80 p.","numberOfPages":"88","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":452,"text":"National Water Quality Laboratory","active":true,"usgs":true}],"links":[{"id":139509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/twri05A3.PNG"},{"id":13898,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/twri/twri5a3/pdf/twri_5-A3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"Revision - 1987","publicComments":"This report is chapter A3 of Book 5: Laboratory Analysis.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62bad1","contributors":{"editors":[{"text":"Wershaw, R.L.","contributorId":62223,"corporation":false,"usgs":true,"family":"Wershaw","given":"R.L.","affiliations":[],"preferred":false,"id":622048,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Fishman, M. J.","contributorId":65069,"corporation":false,"usgs":true,"family":"Fishman","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":622049,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Grabbe, R. R.","contributorId":119654,"corporation":false,"usgs":true,"family":"Grabbe","given":"R. R.","affiliations":[],"preferred":false,"id":622050,"contributorType":{"id":2,"text":"Editors"},"rank":3},{"text":"Lowe, L. E.","contributorId":97482,"corporation":false,"usgs":true,"family":"Lowe","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":622051,"contributorType":{"id":2,"text":"Editors"},"rank":4}]}} ,{"id":26174,"text":"wri854082 - 1987 - Effect of reduced industrial pumpage on the migration of dissolved nitrogen in an outwash aquifer at Olean, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri854082","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4082","title":"Effect of reduced industrial pumpage on the migration of dissolved nitrogen in an outwash aquifer at Olean, Cattaraugus County, New York","docAbstract":"A quasi-three-dimensional digital groundwater flow model of a shallow outwash aquifer system at Olean, New York, was developed to study the effects of several pumping alternatives on groundwater flow and stream seepage. Nitrogen compounds have contaminated the aquifer in an industrial park in North Olean. Pumping from seven industrial production wells and a purge well has created a cone of depression within which all nitrogen compounds are contained, thus preventing their migration to nearby private, municipal, and industrial-supply wells. A simulated total shutdown of an industrial well field and the purge well indicates that groundwater flowing laterally southward to southwestward from the area of contamination would require about 5 yr to reach a municipal well field along the Allegheny River. Simulation of a partial shutdown with only three main production wells and the purge well or just the three production wells indicate that all nitrogen-bearing groundwater would be captured. Pumping from only the purge well would allow contaminated groundwater along the southwestern edge of the site to escape and, in 8 to 9 yr, reach the municipal well field. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854082","usgsCitation":"Bergeron, M.P., 1987, Effect of reduced industrial pumpage on the migration of dissolved nitrogen in an outwash aquifer at Olean, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4082, vi, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854082.","productDescription":"vi, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110167,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36255.htm","linkFileType":{"id":5,"text":"html"},"description":"36255"},{"id":119085,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4082/report-thumb.jpg"},{"id":54961,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54962,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54963,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54964,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54965,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54966,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54967,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54968,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54969,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54970,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54971,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54972,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54973,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54974,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4082/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54975,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625386","contributors":{"authors":[{"text":"Bergeron, M. P.","contributorId":42969,"corporation":false,"usgs":true,"family":"Bergeron","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195938,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26176,"text":"wri854145 - 1987 - Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2023-04-10T20:33:26.964189","indexId":"wri854145","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4145","title":"Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York","docAbstract":"

A nuclear-fuel reprocessing plant, a high-level radioactive liquid-waste tank complex, and related waste facilities occupy 100 hectares (ha) within the Western New York Nuclear Service Center near West Valley, N.Y. The facilities are underlain by glacial and postglacial deposits that fill an ancestrial bedrock valley. The main plant facilities are on an elevated plateau referred to as the north plateau. Groundwater on the north plateau moves laterally within a surficial sand and gravel from the main plant building to areas northeast, east, and southeast of the facilities. The sand and gravel ranges from 1 to 10 m thick and has a hydraulic conductivity ranging from 0.1 to 7.9 m/day. Two separate burial grounds, a 4-ha area for low-level radioactive waste disposal and a 2.9-ha area for disposal of higher-level waste are excavated into a clay-rich till that ranges from 22 to 28 m thick. Migration of an organic solvent from the area of higher level waste at shallow depth in the till suggests that a shallow, fractured, oxidized, and weathered till is a significant pathway for lateral movement of groundwater. Below this zone, groundwater moves vertically downward through the till to recharge a lacustrine silt and fine sand. Within the saturated parts of the lacustrine unit, groundwater moves laterally to the northeast toward Buttermilk Creek. Hydraulic conductivity of the till, based on field and laboratory analyses , ranges from 0.000018 to 0.000086 m/day. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854145","usgsCitation":"Bergeron, M.P., Kappel, W.M., and Yager, R.M., 1987, Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4145, Report: vi, 49 p.; 1 Plate: 39.24 x 26.71 inches, https://doi.org/10.3133/wri854145.","productDescription":"Report: vi, 49 p.; 1 Plate: 39.24 x 26.71 inches","costCenters":[],"links":[{"id":415537,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36308.htm","linkFileType":{"id":5,"text":"html"}},{"id":54977,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4145/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54976,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4145/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123559,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4145/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Cattaraugus County","otherGeospatial":"Western New York Nuclear Service Center","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -78.661,\n 42.458\n ],\n [\n -78.661,\n 42.442\n ],\n [\n -78.643,\n 42.442\n ],\n [\n -78.643,\n 42.458\n ],\n [\n -78.661,\n 42.458\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0f1c","contributors":{"authors":[{"text":"Bergeron, M. P.","contributorId":42969,"corporation":false,"usgs":true,"family":"Bergeron","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195942,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kappel, W. M.","contributorId":18754,"corporation":false,"usgs":true,"family":"Kappel","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195941,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Yager, R. M.","contributorId":8069,"corporation":false,"usgs":true,"family":"Yager","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195940,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25713,"text":"wri874214 - 1987 - Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri874214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4214","title":"Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986","docAbstract":"Thr potentiometric map is highlighted with indications concerning: (1) outcrop areas of the Aquia aquifer; (2) the potentiometric contour of the aquifer; (3) observation and/or supply wells yielding < 10,000 gallons/day (gpd); and (4) other supply wells with yields > 10,000 gpd. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874214","usgsCitation":"Mack, F.K., Andreasen, D.C., Curtin, S.E., and Wheeler, J.C., 1987, Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4214, 1 map ;28 x 22 cm., https://doi.org/10.3133/wri874214.","productDescription":"1 map ;28 x 22 cm.","costCenters":[],"links":[{"id":121636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4214/report-thumb.jpg"},{"id":54472,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47dae4b07f02db4b5da8","contributors":{"authors":[{"text":"Mack, F. K.","contributorId":93471,"corporation":false,"usgs":true,"family":"Mack","given":"F.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":194767,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194765,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Curtin, S. E.","contributorId":17235,"corporation":false,"usgs":true,"family":"Curtin","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194764,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wheeler, J. C.","contributorId":66225,"corporation":false,"usgs":true,"family":"Wheeler","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194766,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25812,"text":"wri874036 - 1987 - US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri874036","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4036","title":"US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics","docAbstract":"A data base which consists of constituent storm loads, characteristics of rainfall, runoff, and antecedent conditions, and basin characteristics measured at most of the stations in the U.S. Geological Survey urban-stormwater data-collection network in metropolitan areas throughout the United States has been compiled. Tables of these constituents storm loads and characteristics are presented in this report. The data base also is available on magnetic tape. The data represent 1,144 storms at 97 stations in 21 metropolitan areas. Storm loads for 18 constituents and 15 characteristics of rainfall, runoff, and antecedent conditions are reported. Twenty-eight selected basin characteristics also are reported, including 11 categories of land use. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874036","usgsCitation":"Mustard, M.H., Driver, N.E., Chyr, J., and Hansen, B., 1987, US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics: U.S. Geological Survey Water-Resources Investigations Report 87-4036, xiv, 328 p. :1 map ;28 cm., https://doi.org/10.3133/wri874036.","productDescription":"xiv, 328 p. :1 map ;28 cm.","costCenters":[],"links":[{"id":158417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4036/report-thumb.jpg"},{"id":54563,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611a1c","contributors":{"authors":[{"text":"Mustard, M. H.","contributorId":18385,"corporation":false,"usgs":true,"family":"Mustard","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":195167,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Driver, N. E.","contributorId":63398,"corporation":false,"usgs":true,"family":"Driver","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":195169,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Chyr, John","contributorId":25203,"corporation":false,"usgs":true,"family":"Chyr","given":"John","email":"","affiliations":[],"preferred":false,"id":195168,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hansen, B.G.","contributorId":103713,"corporation":false,"usgs":true,"family":"Hansen","given":"B.G.","email":"","affiliations":[],"preferred":false,"id":195170,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25928,"text":"wri874190 - 1987 - Cenozoic stratigraphy and geologic history of the Tucson Basin, Pima County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri874190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4190","title":"Cenozoic stratigraphy and geologic history of the Tucson Basin, Pima County, Arizona","docAbstract":"This report was prepared as part of a geohydrologic study of the Tucson basin conducted by the U.S. Geological Survey in cooperation with the city of Tucson. Geologic data from more than 500 water supply and test wells were analyzed to define characteristics of the basin sediments that may affect the potential for land subsidence induced by groundwater withdrawal. The Tucson basin is a structural depression within the Basin and Range physiographic province. The basin is 1,000 sq mi in units area and trends north to northwest. Three Cenozoic stratigraphic unit--the Pantano Formation of Oligocene age, the Tinaja beds (informal usage) of Miocene and Pliocene age, and the Fort Lowell Formation of Pleistocene age--fill the basin. The Tinaja beds include lower, middle, and upper unconformable units. A thin veneer of stream alluvium of late Quaternary age overlies the Fort Lowell Formation. The Pantano Formation and the lower Tinaja beds accumulated during a time of widespread continental sedimentation, volcanism, plutonism, uplift, and complex faulting and tilting of rock units that began during the Oligocene and continued until the middle Miocene. Overlying sediments of the middle and upper Tinaja beds were deposited in response to two subsequent episodes of post-12-million-year block faulting, the latter of which was accompanied by renewed uplift. The Fort Lowell Formation accumulated during the Quaternary development of modern through-flowing the maturation of the drainage. The composite Cenozoic stratigraphic section of the Tucson basin is at least 20,000 ft thick. The steeply tilted to flat-lying section is composed of indurated to unconsolidated clastic sediments, evaporites, and volcanic rocks that are lithologically and structurally complex. The lithology and structures of the section was greatly affected by the uplift and exhumation of adjacent metamorphic core-complex rocks. Similar Cenozoic geologic relations have been identified in other parts of southern Arizona. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874190","usgsCitation":"Anderson, S.R., 1987, Cenozoic stratigraphy and geologic history of the Tucson Basin, Pima County, Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4190, iv, 20 p. :maps ;28 cm., https://doi.org/10.3133/wri874190.","productDescription":"iv, 20 p. :maps ;28 cm.","costCenters":[],"links":[{"id":124025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4190/report-thumb.jpg"},{"id":54684,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4190/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54685,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4190/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54686,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4190/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54687,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4190/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6f9c","contributors":{"authors":[{"text":"Anderson, S. R.","contributorId":93518,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195495,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25587,"text":"wri874090 - 1987 - Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri874090","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4090","title":"Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985","docAbstract":"Hydrologic and geochemical monitoring, to detect changes caused by magmatic and tectonic processes in the Long Valley caldera has continued through 1985. The monitoring included the collection of the following types of data: chemical and isotopic composition of water and gases from springs, wells, and steam vents; temperatures in wells, springs, and steam vents; flow rates of springs and streams; water levels in wells; and barometric pressure and precipitation at several sites. In addition, reservoir temperatures for the geothermal system were estimated from computations based on chemical geothermometers applied to fluid samples from wells and springs. Estimates of thermal water discharged from springs were made on the basis of boron and chloride fluxes in surface waters for selected sites in the Casa Diablo area and along the Mammoth-Hot Creek drainage. These data are presented in tables and graphs. The Long Valley area was relatively quiescent throughout 1985 in terms of geodetic changes and seismic activity. As a consequence , the hydrologic system varied mainly in response to seasonal influences of temperature, atmospheric pressure, and precipitation. However, spring flows near Casa Diablo were influenced by pumping at the geothermal production well field nearby. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874090","usgsCitation":"Farrar, C.D., Sorey, M., Rojstaczer, S., Janik, C.J., Winnett, T.L., and Clark, M.D., 1987, Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985: U.S. Geological Survey Water-Resources Investigations Report 87-4090, vi, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874090.","productDescription":"vi, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124293,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4090/report-thumb.jpg"},{"id":54329,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db61184e","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194309,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":194310,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rojstaczer, S.A.","contributorId":54620,"corporation":false,"usgs":true,"family":"Rojstaczer","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":194308,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Janik, C. J.","contributorId":10795,"corporation":false,"usgs":true,"family":"Janik","given":"C.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":194305,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Winnett, T. L.","contributorId":27095,"corporation":false,"usgs":true,"family":"Winnett","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194307,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Clark, M. D.","contributorId":25202,"corporation":false,"usgs":true,"family":"Clark","given":"M.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194306,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":26481,"text":"wri874027 - 1987 - Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri874027","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4027","title":"Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana","docAbstract":"Federal coal lands of the Woodson Preference Right Lease Application are located in Dawson and Richland Counties, northeastern Montana. A probable mine area, comprised of the lease area and adjacent coal lands, contains about 220 million tons of recoverable lignite coal in the 12-37 ft thick Pust coal bed. A hydrologic study has been conducted in the area to describe the water resources and to evaluate potential effects of coal mining on the water resources. Geohydrologic data collected from wells and springs indicate that several aquifers exist in the area. Sandstone beds in the Tongue River Member of the Fort Union Formation (Paleocene age) are the most common aquifers and probably underlie the entire area. The Pust coal bed in the Tongue River Member is water saturated in part of the probable mine area and is dry in other parts of the probable mine area. Other aquifers, located mostly outside of the probable mine area, exist in gravel of the Flaxville Formation (Miocene of Pliocene age) and valley alluvium (Pleistocene and Holocene age). Chemical analyses of groundwater indicate a range in dissolved solids concentration of 240-2,280 mg/L. Surface water resources are limited. Most streams in the area are ephemeral and flow only in response to rainfall or snowmelt. Small reaches of the North and Middle Forks of Burns Creek have intermittent flow. Water sampled from a small perennial reach of the Middle Fork had a dissolved solids concentration of 700 mg/L. Mining of the Pust coal bed would destroy one spring and four stock wells, dewater areas of the Pust coal and sandstone aquifers, and probably lower water levels in seven stock and domestic wells. Mining in the valley of Middle Fork Burns Creek would intercept streamflow and alter flow characteristics of a small perennial reach of stream. Leaching of soluble minerals from mine spoils may cause a long-term degradation of the quality of water in the spoils and in aquifers downgradient from the spoils. Some of the effects on local water supplies could be mitigated by development of new wells in deeper sandstones of the Tongue River Member. Effects of mining on water resources would be minimized if only areas of dry coal were mined. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874027","usgsCitation":"Cannon, M.R., 1987, Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana: U.S. Geological Survey Water-Resources Investigations Report 87-4027, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874027.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158316,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4027/report-thumb.jpg"},{"id":55307,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d2e4b07f02db5486c9","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196463,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25976,"text":"wri864353 - 1987 - Low-flow-frequency characteristics for continuous-record streamflow stations in Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T10:42:59","indexId":"wri864353","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4353","title":"Low-flow-frequency characteristics for continuous-record streamflow stations in Minnesota","docAbstract":"

Annual and summer (May 1 to September 30) low-flow frequency curves are presented for 175 continuous-record streamflow stations in Minnesota. The curves were developed for all stations with 10 or more years of continuous record. The 1-, 7-, and 30-day low-flow discharges at selected recurrence intervals obtained from these curves are listed. Low-flow characteristics can and will vary for a station depending upon the number of years of record and the period gaged. When comparing low-flow characteristics between two or more stations, it should be remembered that no provisions were made to use concurrent periods of record for stations along the same stream.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri864353","collaboration":"Prepared in cooperation with the Minnesota Environmental Quality Board and the Minnesota State Planning Agency through the U.S. Army Corps of Engineers and the Minnesota Department of Natural Resources","usgsCitation":"Arntson, A., and Lorenz, D., 1987, Low-flow-frequency characteristics for continuous-record streamflow stations in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 86-4353, Report: vi, 15 p.; Appendix A: 165 p.; Appendix B: 174 p., https://doi.org/10.3133/wri864353.","productDescription":"Report: vi, 15 p.; Appendix A: 165 p.; Appendix B: 174 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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L.","affiliations":[],"preferred":false,"id":195572,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25968,"text":"wri854246 - 1987 - An assessment of low flows in streams in northeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri854246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4246","title":"An assessment of low flows in streams in northeastern Wyoming","docAbstract":"Low flows were assessed and summarized in the following basins in northeastern Wyoming: Little Bighorn, Tongue, Powder, Little Missouri, Belle Fourche, Cheyenne, and Niobrara River, and about 200 river miles of the North Platte River and its tributaries. Only existing data from streamflow stations and miscellaneous observation sites during the period, 1930-80, were used. Data for a few stations in Montana and South Dakota were used in the analysis. Data were available for 56 perennial streams, 38 intermittent streams, and 34 ephemeral streams. The distribution of minimum observed flows of record at all stations and sites and the 7-day, 10-year low flows at mountain stations and main-stem plains stations are shown on a map. Seven day low flows were determined by fitting the log Pearsons Type III distribution to the data; results are tabulated only for the stations with at least 10 years of record that included at least one major drought. Most streams that originate in the foothills and plains have no flow during part of every year, and are typical of much of the study area. For stations on these streams , the frequency of the annual maximum number of consecutive days of no flow was determined, as an indicator of the likelihood of extended periods of no flow or drought. For estimates at ungaged sites on streams in the Bighorn Mountains only, a simple regression of 7-day, 10-year low flow on drainage area has a standard error of 64%, based on 19 stations with drainage areas of 2 to 200 sq mi. The 7-day, 10-year low flow in main-stem streams can be interpolated from graphs of 7-day, 10-year low flow versus distance along the main channel. Additional studies of low flow are needed. The data base, particularly synoptic baseflow information, needs considerable expansion. Also, the use of storage-analysis procedures should be considered as a means of assessing the availability of water in streams that otherwise are fully appropriated or that are ephemeral. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854246","usgsCitation":"Armentrout, G., and Wilson, J., 1987, An assessment of low flows in streams in northeastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 85-4246, iv, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854246.","productDescription":"iv, 30 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124210,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4246/report-thumb.jpg"},{"id":54713,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4246/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54714,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4246/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684e34","contributors":{"authors":[{"text":"Armentrout, G.W.","contributorId":12890,"corporation":false,"usgs":true,"family":"Armentrout","given":"G.W.","affiliations":[],"preferred":false,"id":195560,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, J.F.","contributorId":100881,"corporation":false,"usgs":true,"family":"Wilson","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":195561,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25714,"text":"wri874216 - 1987 - Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri874216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4216","title":"Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986","docAbstract":"The potentiometric map is highlighted with indications concerning: (1) outcrop areas of the Magothy aquifer; (2) the potentiometric contour of the aquifer; (3) observation and/or supply wells yielding < 10,000 gallons/day (gpd); and (4) other supply wells with yields > 10,000 gpd. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874216","usgsCitation":"Mack, F.K., Andreasen, D.C., Curtin, S.E., and Wheeler, J.C., 1987, Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4216, 1 map ;28 x 22 cm., https://doi.org/10.3133/wri874216.","productDescription":"1 map ;28 x 22 cm.","costCenters":[],"links":[{"id":118881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4216/report-thumb.jpg"},{"id":54473,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4216/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47d6e4b07f02db4b3555","contributors":{"authors":[{"text":"Mack, F. K.","contributorId":93471,"corporation":false,"usgs":true,"family":"Mack","given":"F.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":194771,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194769,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Curtin, S. E.","contributorId":17235,"corporation":false,"usgs":true,"family":"Curtin","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194768,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wheeler, J. C.","contributorId":66225,"corporation":false,"usgs":true,"family":"Wheeler","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194770,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ]}