{"pageNumber":"502","pageRowStart":"12525","pageSize":"25","recordCount":16502,"records":[{"id":15528,"text":"ofr87680 - 1987 - Preprocessor and postprocessor computer programs for a radial-flow finite-element model","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr87680","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-680","title":"Preprocessor and postprocessor computer programs for a radial-flow finite-element model","docAbstract":"Preprocessing and postprocessing computer programs that enhance the utility of the U.S. Geological Survey radial-flow model have been developed. The preprocessor program: (1) generates a triangular finite element mesh from minimal data input, (2) produces graphical displays and tabulations of data for the mesh , and (3) prepares an input data file to use with the radial-flow model. The postprocessor program is a version of the radial-flow model, which was modified to (1) produce graphical output for simulation and field results, (2) generate a statistic for comparing the simulation results with observed data, and (3) allow hydrologic properties to vary in the simulated region. Examples of the use of the processor programs for a hypothetical aquifer test are presented. Instructions for the data files, format instructions, and a listing of the preprocessor and postprocessor source codes are given in the appendixes. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87680","usgsCitation":"Pucci, A.A., and Pope, D., 1987, Preprocessor and postprocessor computer programs for a radial-flow finite-element model: U.S. Geological Survey Open-File Report 87-680, v, 69 p. :ill. ;28 cm., https://doi.org/10.3133/ofr87680.","productDescription":"v, 69 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":147799,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0680/report-thumb.jpg"},{"id":44486,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0680/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":44487,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0680/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":44488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0680/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db66915c","contributors":{"authors":[{"text":"Pucci, A. A. Jr.","contributorId":100000,"corporation":false,"usgs":true,"family":"Pucci","given":"A.","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171273,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pope, D. A.","contributorId":13991,"corporation":false,"usgs":true,"family":"Pope","given":"D. A.","affiliations":[],"preferred":false,"id":171272,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15527,"text":"ofr87202 - 1987 - Streamflow and cross-section data for the Tombigbee River between Gainesville and Demopolis locks and dams","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr87202","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-202","title":"Streamflow and cross-section data for the Tombigbee River between Gainesville and Demopolis locks and dams","docAbstract":"A review of records and historical research of floods indicate that the flood of April 15-18, 1979, was the highest recorded this century along the reach of the Tombigbee River that is now bounded upstream by Gainesville Lock and Dam and downstream by Demopolis Lock and Dam. The peak discharge during this flood ranged from 247,000 cu ft/sec at Epes to 343,000 cu ft/sec at Demopolis Lock and Dam. Limit curves developed for the tailwater of Gainesville Dam, based on 105 computed discharges for four flood events since April 1979, show the range in stage for a given discharge at this site. Data from hydrographic surveys that were made for more than 100 sedimentation ranges in 1971 are on file with the U.S. Army Corps of Engineers. Presently 42 sedimentation ranges between Gainesville Lock and Dam and Demopolis Lock and Dam are surveyed routinely. Comparison of these and other data can be made in order to observe what changes have occurred along this reach of the river, as a result of natural and man-made causes. These and other hydrologic data collected along the reach of the Tombigbee River between Gainesville Lock and Dam and Demopolis Lock and Dam are presented in tables. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87202","usgsCitation":"Psinakis, W.L., and Gardner, R.A., 1987, Streamflow and cross-section data for the Tombigbee River between Gainesville and Demopolis locks and dams: U.S. Geological Survey Open-File Report 87-202, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87202.","productDescription":"v, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147798,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0202/report-thumb.jpg"},{"id":44485,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0202/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f63","contributors":{"authors":[{"text":"Psinakis, W. L.","contributorId":104074,"corporation":false,"usgs":true,"family":"Psinakis","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":171271,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gardner, R. A.","contributorId":51754,"corporation":false,"usgs":true,"family":"Gardner","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171270,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15526,"text":"ofr87125 - 1987 - Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr87125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-125","title":"Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams","docAbstract":"A review of records and historical research of floods for the Tombigbee River near Cochrane, Alabama, show that the flood of 1892 was the highest since 1818. In 1962 the U.S. Army Corps of Engineers estimated a peak discharge of 235,000 cu ft/sec for this flood. This estimated discharge is more than 40% &gt; the next highest flood peak; that of 1973. Limit curves developed for the tailwater of Aliceville Lock and Dam, based on 61 computed discharge and 24 discharge measurements, show the range in stage for a given discharge at this site. Similarly, limit curves developed for Gainesville Lock and Dam pool were developed based on 49 computed discharges and 10 mean daily discharges. Data from hydrographic surveys that were made for more than 100 ranges in 1937 and 1971 are on file with the U.S. Army Corps of Engineers. Presently 49 sedimentation ranges between Aliceville Lock and Dam and Gainesville Lock and Dam are surveyed routinely. Comparison of these and other data may be made to identify changes occurring along this reach of the river as a result of natural and man-made causes. These and other hydrologic data collected along the reach of the Tombigbee River between Aliceville Lock and Dam and Gainesville Lock and Dam are presented in tables. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87125","usgsCitation":"Psinakis, W.L., and Gardner, R.A., 1987, Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams: U.S. Geological Survey Open-File Report 87-125, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87125.","productDescription":"v, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147797,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0125/report-thumb.jpg"},{"id":44484,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f5d","contributors":{"authors":[{"text":"Psinakis, W. L.","contributorId":104074,"corporation":false,"usgs":true,"family":"Psinakis","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":171269,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gardner, R. A.","contributorId":51754,"corporation":false,"usgs":true,"family":"Gardner","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171268,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15406,"text":"ofr8580 - 1987 - Hydrologic data from the integrated lake-watershed acidification study in the west-central Adirondack Mountains, New York : October 1977 through January 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:06:58","indexId":"ofr8580","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-80","title":"Hydrologic data from the integrated lake-watershed acidification study in the west-central Adirondack Mountains, New York : October 1977 through January 1982","docAbstract":"Hydrologic data were collected from three forested headwater lake watersheds in Herkimer and Hamilton Counties from October 1977 through early January 1982 as part of the Integrated Lake-Watersheds Acidification Study (ILWAS). ILWAS was established in 1977 to determine why these lakes differ in pH when all receive equal amounts of acidic atmospheric deposition. Woods Lake is acidic (pH ranges from 4 to 5), Panther Lake is neutral (pH ranges from 5 to 7.5), and Sagamore Lake is intermediate (pH ranges from 5 to 6). The data tabulated herein include discharge at the three lake outlets and in a tributary to each lake; lake-water stage at each lake; chemical quality of lake water, including total concentrations of zinc, iron, manganese, and lead, at each lake outlet and at Lost Brook (a tributary to Sagamore Lake); groundwater stage from 29 wells; major ion concentrations of groundwater from 22 of these wells; temperature of soil from three depths at one site in each watershed; soil-moisture tension at three depths at eight sites - four in the neutral-lake basin, three in the acidic-lake basin , and one in the intermediate-lake basin; and average snowpack depths and water equivalents at approximately 20 snow-course sites in each basin for three sampling periods during the 1979-80 winter. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8580","usgsCitation":"Peters, N., Murdoch, P., and Dalton, F., 1987, Hydrologic data from the integrated lake-watershed acidification study in the west-central Adirondack Mountains, New York : October 1977 through January 1982: U.S. Geological Survey Open-File Report 85-80, v, 146 p. :maps ;28 cm., https://doi.org/10.3133/ofr8580.","productDescription":"v, 146 p. :maps ;28 cm.","costCenters":[],"links":[{"id":147976,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0080/report-thumb.jpg"},{"id":44361,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0080/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60770b","contributors":{"authors":[{"text":"Peters, N.E.","contributorId":33332,"corporation":false,"usgs":true,"family":"Peters","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":171082,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Murdoch, Peter S.","contributorId":73547,"corporation":false,"usgs":true,"family":"Murdoch","given":"Peter S.","affiliations":[],"preferred":false,"id":171084,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dalton, F.N.","contributorId":58283,"corporation":false,"usgs":true,"family":"Dalton","given":"F.N.","email":"","affiliations":[],"preferred":false,"id":171083,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15246,"text":"ofr87398 - 1987 - Reflections on writing hydrologic reports","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr87398","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-398","title":"Reflections on writing hydrologic reports","docAbstract":"Reporting of scientific work should be characterized by a logical argument that is developed through presentation of the problem, tabulation and display of data pertinent to the problem , and testing and interpretation of the data to prove hypotheses that address the problem. Organization of the report is vital to developing this logical argument: it provides structure, continuity, logic, and emphasis to the presentation. Each part of the report serves a specific function and each is linked by a connecting logic, the logical argument of the report. Each scientific report normally has a title, table of contents, abstract, introduction, body (of the report), and summary and/or conclusions. Organization of sections within the body of the report is exactly parallel to overall organization; subjects presented in the section title are developed by logical subdivisions and pertinent discussion. The summary and/or conclusions section culminates the logical argument of the report by drawing together and quantitatively reiterating the principal conclusions developed in the discussion. Supplemental information on report content, background of the study, additional data or details on procedures, and other information of interest to the reader is presented in the foreward or preface, list of illustrations or tables, glossaries, and appendixes. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87398","usgsCitation":"Olcott, P.G., 1987, Reflections on writing hydrologic reports: U.S. Geological Survey Open-File Report 87-398, iii, 8 p. ;28 cm., https://doi.org/10.3133/ofr87398.","productDescription":"iii, 8 p. ;28 cm.","costCenters":[],"links":[{"id":147153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0398/report-thumb.jpg"},{"id":44188,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6350dc","contributors":{"authors":[{"text":"Olcott, Perry G.","contributorId":17249,"corporation":false,"usgs":true,"family":"Olcott","given":"Perry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":170813,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15185,"text":"ofr87684 - 1987 - Records of wells and chemical analyses of ground water in Hand and Hyde counties, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:07:03","indexId":"ofr87684","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-684","title":"Records of wells and chemical analyses of ground water in Hand and Hyde counties, South Dakota","docAbstract":"Well and chemical groundwater data contained in three tables were collected during a 4-year study started in 1972 to determine the geology and water resources of Hand and Hyde Counties, South Dakota. Physical, hydrologic, and geologic data for 2,729 wells and test holes have been entered into computer storage in the Groundwater Site Inventory File of the U.S. Geological Survey 's National Water Data Storage and Retrieval System WATSTORE. Water quality data from 300 chemical analyses has been stored in the Water Quality File of WATSTORE and is computer printed int he chemical analyses table by aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87684","usgsCitation":"Neitzert, K., and Koch, N., 1987, Records of wells and chemical analyses of ground water in Hand and Hyde counties, South Dakota: U.S. Geological Survey Open-File Report 87-684, iii, 81 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr87684.","productDescription":"iii, 81 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":147455,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0684/report-thumb.jpg"},{"id":44099,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0684/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db635640","contributors":{"authors":[{"text":"Neitzert, K.M.","contributorId":62613,"corporation":false,"usgs":true,"family":"Neitzert","given":"K.M.","affiliations":[],"preferred":false,"id":170705,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Koch, N.C.","contributorId":67529,"corporation":false,"usgs":true,"family":"Koch","given":"N.C.","email":"","affiliations":[],"preferred":false,"id":170706,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15184,"text":"ofr8742 - 1987 - Records of wells and chemical analyses of ground water in Campbell County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:07:03","indexId":"ofr8742","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-42","title":"Records of wells and chemical analyses of ground water in Campbell County, South Dakota","docAbstract":"Well and chemical groundwater data contained in two tables were collected during a 3-yr study started in 1964 to determine the geology and water resources of Campbell County, South Dakota. Physical, hydrologic, and geologic data for 631 wells and test holes have been entered into computer storage in the Groundwater Site Inventory File of the U.S. Geological Survey 's National Water Data Storage and Retrieval System (WATSTORE). The well table in the report is a computer printout from WATSTORE. Water quality data from 257 chemical analyses have been stored in the Water Quality File of WATSTORE and is computer printed in the chemical table by aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8742","usgsCitation":"Neitzert, K., and Koch, N., 1987, Records of wells and chemical analyses of ground water in Campbell County, South Dakota: U.S. Geological Survey Open-File Report 87-42, iii, 35 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr8742.","productDescription":"iii, 35 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":147454,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0042/report-thumb.jpg"},{"id":44098,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6356cd","contributors":{"authors":[{"text":"Neitzert, K.M.","contributorId":62613,"corporation":false,"usgs":true,"family":"Neitzert","given":"K.M.","affiliations":[],"preferred":false,"id":170703,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Koch, N.C.","contributorId":67529,"corporation":false,"usgs":true,"family":"Koch","given":"N.C.","email":"","affiliations":[],"preferred":false,"id":170704,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15073,"text":"ofr86543 - 1987 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","interactions":[{"subject":{"id":15073,"text":"ofr86543 - 1987 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","indexId":"ofr86543","publicationYear":"1987","noYear":false,"title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer"},"predicate":"SUPERSEDED_BY","object":{"id":2333,"text":"wsp2338 - 1989 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","indexId":"wsp2338","publicationYear":"1989","noYear":false,"title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer"},"id":1}],"supersededBy":{"id":2333,"text":"wsp2338 - 1989 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","indexId":"wsp2338","publicationYear":"1989","noYear":false,"title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer"},"lastModifiedDate":"2019-11-27T10:47:25","indexId":"ofr86543","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-543","title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","docAbstract":"The highly permeable, unconfined, glacial drift aquifers that occupy most New England river valleys constitute the principal source of drinking water for many communities that obtain part or all of their public water supply from groundwater. Analytical , two-dimensional numerical and three-dimensional numerical models were used to delineate contributing areas of groundwater pollution. These methods of analysis were compared by applying them to hypothetical aquifer having the dimensions and geometry of a typical glacial drift, river valley aquifer. In the model analyses, factors that control the size and shape of a contributing area were varied over ranges of values common to glacial drift aquifers in New England. These controlling factors include the rate of well discharge, rate of recharge to the aquifer from precipitation and from adjacent till and bedrock uplands, distance of a pumping well from a stream or other potential source of induced recharge, degree of hydraulic connection of the aquifer with a stream, horizontal hydraulic conductivity of the aquifer, ratio of horizontal to vertical hydraulic conductivity, and degree of well penetration. Numerical models of valley aquifers are deemed best suited to determine the approximate contributing area of a well because of their capability to simulate more accurately the variable geohydrologic conditions typical of glacial drift valley aquifers. On the basis of results obtained with the two-dimensional numerical model, for which a wide range of hydrologic conditions were simulated, the contributing area in a typical glacial drift, river valley setting for a well pumped at a rate of 1.0 million gal/day--a common pumping rate--can be expected to range from about 0.9 to 1.8 sq mi. Model analysis also shows that the contributing area of pumped wells may be expected to extend to the opposite side of the river and to include significant areas of till uplands adjacent to the aquifer on both sides of the valley. Simulations with the three-dimensional model allow a full delineation of the zone of contribution for a pumped well. For the relatively thin (100 ft or less) unconfined aquifers considered in this analysis, the model showed that the zone of contribution extended throughout the entire saturated thickness of aquifer. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86543","usgsCitation":"Morrissey, D.J., 1987, Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer: U.S. Geological Survey Open-File Report 86-543, vi, 60 p. , https://doi.org/10.3133/ofr86543.","productDescription":"vi, 60 p. ","costCenters":[],"links":[{"id":369733,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0543/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0543/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4e5","contributors":{"authors":[{"text":"Morrissey, D. J.","contributorId":51305,"corporation":false,"usgs":true,"family":"Morrissey","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":170524,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14583,"text":"ofr87391 - 1987 - Floods of October 1986 in southcentral Alaska","interactions":[],"lastModifiedDate":"2022-08-24T19:23:45.876565","indexId":"ofr87391","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-391","title":"Floods of October 1986 in southcentral Alaska","docAbstract":"<p>Heavy precipitation associated with a large storm system resulted in major flooding in several areas of south-central Alaska during October 10-12, 1986. Flooding was particularly severe in the Seward area of the Kenai Peninsula and in tributaries to Susitna River from Telkeetna downstream. Flood damage has been estimated at $20 million and the region was declared a Federal disaster area. The report includes a brief discussion of meteorological conditions that caused the unusual amounts of precipitation, a summary of flood stages and discharges, a comparison to prior floods, flood-frequency estimates, a brief description of flood areas, and hydrologic data for each area.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87391","usgsCitation":"Lamke, R., and Bigelow, B.B., 1987, Floods of October 1986 in southcentral Alaska (Rev. 1988.): U.S. Geological Survey Open-File Report 87-391, iv, 31 p., https://doi.org/10.3133/ofr87391.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":405546,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_19031.htm","linkFileType":{"id":5,"text":"html"}},{"id":43252,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0391/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0391/report-thumb.jpg"}],"country":"United States","state":"Alaska","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -152,\n              59\n            ],\n            [\n              -146,\n              59\n            ],\n            [\n              -146,\n              63\n            ],\n            [\n              -152,\n              63\n            ],\n            [\n              -152,\n              59\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":"Rev. 1988.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df8dd","contributors":{"authors":[{"text":"Lamke, R. D.","contributorId":32539,"corporation":false,"usgs":true,"family":"Lamke","given":"R. D.","affiliations":[],"preferred":false,"id":169685,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bigelow, B. B.","contributorId":76317,"corporation":false,"usgs":true,"family":"Bigelow","given":"B.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":169686,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15053,"text":"ofr87203 - 1987 - Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year","interactions":[],"lastModifiedDate":"2022-12-08T23:04:42.225901","indexId":"ofr87203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-203","title":"Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year","docAbstract":"<p>The computed annual yield and deficiency of the subbasins as defined in the Arkansas River Compact, Arkansas-Oklahoma, are given in tables. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area are also given in tabular form. Monthly, maximum, minimum, and mean discharges are shown for the 14 streamflow stations used in computing annual yield. Water quality data are shown for four sites in the compact area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87203","usgsCitation":"Moore, M.A., Lamb, T., and Blumer, S.P., 1987, Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year: U.S. Geological Survey Open-File Report 87-203, iv, 38 p., https://doi.org/10.3133/ofr87203.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":410200,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17158.htm","linkFileType":{"id":5,"text":"html"}},{"id":43968,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0203/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147731,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0203/report-thumb.jpg"}],"country":"United States","state":"Arkansas, Oklahoma","otherGeospatial":"Arkansas River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -95.648,\n              36.425\n            ],\n            [\n              -95.648,\n              34.672\n            ],\n            [\n              -93.921,\n              34.672\n            ],\n            [\n              -93.921,\n              36.425\n            ],\n            [\n              -95.648,\n              36.425\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b7cd","contributors":{"authors":[{"text":"Moore, M. A.","contributorId":84767,"corporation":false,"usgs":true,"family":"Moore","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170489,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":170488,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":170487,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":14864,"text":"ofr87385 - 1987 - Hydrologic data for the San Juan and Animas River valleys in the Farmington, Aztec, Bloomfield, and Cedar Hill areas, San Juan County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr87385","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-385","title":"Hydrologic data for the San Juan and Animas River valleys in the Farmington, Aztec, Bloomfield, and Cedar Hill areas, San Juan County, New Mexico","docAbstract":"In July 1985, the U.S. Geological Survey initiated a three-year study in San Juan County, New Mexico, to determine the concentrations of chemical constituents in the groundwater in the San Juan and Animas River valleys and to determine the direction and rate of groundwater flow and its relation to river stage. The study was conducted in cooperation with the San Juan County Commission and the New Mexico Oil Conservation Division. The data that was collected during the first 1-1/2 yr of the study is completed. The report includes well records for 51 wells and water levels from 23 wells, hydrographs from four observation wells and one river stage site, and available chemical analyses from 50 wells and 14 surface water sites. Water samples from six wells and one surface-water site were analyzed for purgeable organic chemicals; none were detected. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87385","usgsCitation":"McAda, D.P., and Shelton, S.G., 1987, Hydrologic data for the San Juan and Animas River valleys in the Farmington, Aztec, Bloomfield, and Cedar Hill areas, San Juan County, New Mexico: U.S. Geological Survey Open-File Report 87-385, iv, 18 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87385.","productDescription":"iv, 18 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147074,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0385/report-thumb.jpg"},{"id":43669,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0385/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eb94","contributors":{"authors":[{"text":"McAda, D. P.","contributorId":93066,"corporation":false,"usgs":true,"family":"McAda","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":170147,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shelton, S. G.","contributorId":50534,"corporation":false,"usgs":true,"family":"Shelton","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":170146,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14819,"text":"ofr87210 - 1987 - Effects of surface coal mining and reclamation on the geohydrology of six small watersheds in west-central Indiana","interactions":[],"lastModifiedDate":"2024-12-02T21:38:33.043721","indexId":"ofr87210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-210","title":"Effects of surface coal mining and reclamation on the geohydrology of six small watersheds in west-central Indiana","docAbstract":"<p>The watersheds studied include mined and reclaimed; mined and unreclaimed; and unmined, agricultural land uses, and are each &lt; 3 sq mi in area. Surface water, groundwater, and meteorologic data for the 1981 and 1982 water years were used to describe and compare hydrologic systems of the six watersheds and to identify hydrologic effects of mining and reclamation. Peak discharges were greater at the agricultural watersheds than at the unreclaimed watersheds, primarily because of large final-cut lakes in the unreclaimed watersheds. Annual runoff was greatest at the unreclaimed watersheds, intermediate at the agricultural watersheds, and least at the reclaimed watersheds. Hydrologic effects of mining were identified by comparing the hydrologic systems at mined and unreclaimed watersheds with those at unmined, agricultural watersheds. Comparisons of the hydrologic systems of these watersheds indicate that surface coal mining without reclamation has the potential to increase annual runoff, base flow, and groundwater recharge to the bedrock; reduce peak flow rates and variation in flow; lower the water table in upland areas; change the relation between surface water and groundwater divides; and create numerous, local flow systems in the shallow groundwater. Hydrologic effects of reclamation were identified by comparing the hydrologic systems at mined and reclaimed watersheds with those at mined and unreclaimed watersheds. Reclamation has the potential to decrease annual runoff, base flow, and recharge to the bedrock; increase peak flow rates, variation in flow, and response to thunderstorms; reestablish the premining relation between surface and groundwater divides; and create fewer local flow systems in the shallow groundwater.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr87210","usgsCitation":"Martin, J.D., Duwelius, R.F., and Crawford, C.G., 1987, Effects of surface coal mining and reclamation on the geohydrology of six small watersheds in west-central Indiana: U.S. Geological Survey Open-File Report 87-210, vii, 99 p., https://doi.org/10.3133/ofr87210.","productDescription":"vii, 99 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":43605,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0210/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148907,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0210/report-thumb.jpg"},{"id":464663,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17159.htm","text":"Honey Creek near Cory and Hooker Creek near Lewis","linkFileType":{"id":5,"text":"html"}},{"id":464664,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17160.htm","text":"Pond Creek near Coal City","linkFileType":{"id":5,"text":"html"}},{"id":464665,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17161.htm","text":"Hooker Creek near Lewis and Big Branch and Sulphur Creek near Hymera","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Indiana","county":"Clay County, Sullivan County, Vigo County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -87.39766663304222,\n              39.442078942493396\n            ],\n            [\n              -87.39766663304222,\n              39.02986494200181\n            ],\n            [\n              -87.05001827339312,\n              39.02986494200181\n            ],\n            [\n              -87.05001827339312,\n              39.442078942493396\n            ],\n            [\n              -87.39766663304222,\n              39.442078942493396\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610a53","contributors":{"authors":[{"text":"Martin, Jeffrey D. 0000-0003-1994-5285 jdmartin@usgs.gov","orcid":"https://orcid.org/0000-0003-1994-5285","contributorId":1066,"corporation":false,"usgs":true,"family":"Martin","given":"Jeffrey","email":"jdmartin@usgs.gov","middleInitial":"D.","affiliations":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":27231,"text":"Indiana-Kentucky Water Science Center","active":true,"usgs":true}],"preferred":true,"id":170072,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duwelius, Richard F.","contributorId":31378,"corporation":false,"usgs":true,"family":"Duwelius","given":"Richard","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":170071,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":170070,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":21055,"text":"ofr86607 - 1987 - Climatic data for Williams Lake, Hubbard County, Minnesota, 1985","interactions":[],"lastModifiedDate":"2018-04-02T11:34:17","indexId":"ofr86607","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-607","title":"Climatic data for Williams Lake, Hubbard County, Minnesota, 1985","docAbstract":"<p>Research on the hydrology of Williams Lake, north-central Minnesota includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer studies, including: water-surface temperature, dry-bulb and wet-bulb air temperatures, wind speed, precipitation, and solar and atmospheric radiation. Data are collected at raft and land stations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lakewood, CO","doi":"10.3133/ofr86607","usgsCitation":"Sturrock, A., Rosenberry, D., and Winter, T.C., 1987, Climatic data for Williams Lake, Hubbard County, Minnesota, 1985: U.S. Geological Survey Open-File Report 86-607, iii, 40 p., https://doi.org/10.3133/ofr86607.","productDescription":"iii, 40 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":50645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0607/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":154428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0607/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47c7e4b07f02db4aadc8","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":183758,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rosenberry, D.O. 0000-0003-0681-5641","orcid":"https://orcid.org/0000-0003-0681-5641","contributorId":38500,"corporation":false,"usgs":true,"family":"Rosenberry","given":"D.O.","affiliations":[],"preferred":true,"id":183759,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":183757,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"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":19115,"text":"ofr87224 - 1987 - Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","interactions":[],"lastModifiedDate":"2017-06-14T10:55:22","indexId":"ofr87224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-224","title":"Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas, Fort Worth, and San Antonio areas.</p>\n<p>The Geological Survey, in cooperation with the Texas Department of Water Reources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.</p>\n<p>The objectives of the Austin urban hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.</li>\n<li>To determine the effect of urban development on flood peaks and volume.</li>\n<li>To determine the variations in water quality during different seasons and flow conditions in representative watersheds with various types of urban development.</li>\n<li>To quantitatively appraise the ground-water resources of the Edwards aquifer in hydraulic circulation with Barton Springs, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the aquifer.</li>\n</ol>\n<p>This report presents the basic hydrologic data collected in the Austin urban area for the 1985 water year (Oct. 1, 1984 to Sept. 30, 1985). Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-85-3, 1985.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr87224","collaboration":"Prepared in cooperation with the City of Austin","usgsCitation":"Gordon, J., Pate, D., and Dorsey, M., 1987, Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985: U.S. Geological Survey Open-File Report 87-224, vi, 170 p., https://doi.org/10.3133/ofr87224.","productDescription":"vi, 170 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":150696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0224/report-thumb.jpg"},{"id":48578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0224/report.pdf","text":"Report","size":"2.50 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","county":"Austin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6080d5","contributors":{"authors":[{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":180329,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pate, D.L.","contributorId":87145,"corporation":false,"usgs":true,"family":"Pate","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":180331,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":180330,"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":18464,"text":"ofr85421 - 1987 - Streamflow characteristics of the Colorado River Basin in Utah through September 1981","interactions":[],"lastModifiedDate":"2017-08-31T16:15:59","indexId":"ofr85421","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-421","title":"Streamflow characteristics of the Colorado River Basin in Utah through September 1981","docAbstract":"<p>&nbsp;This report summarizes discharge data and other streamflow characteristics developed from gag ing-station records collected through September 1981 at 337 stations in the Colorado River Basin in Utah. Data also are included for 14 stations in adjacent areas of the bordering states of Arizona, Colorado, and Wyoming (fig. 1). The study leading to this report was done in cooperation with the U.S. Bureau of Land Management, which needs the streamflow data in order to evaluate impacts of mining on the hydrologic system. The report also will be beneficial to other Federal, State, and county agencies and to individuals concerned with water supply and water problems in the Colorado River Basin.</p><p>The streamflow characteristics in the report could be useful in many water-related studies that involve the following:</p><p>Definition of baseline-hydrologic conditions; studies of the effects of man's activities on streamflow; frequency analyses of low and high flows; regional analyses of streamflow characteristics; design of water-supply systems; water-power studies; forecasting of stream discharge; time-series analyses of streamflow; design of flood-control structures; stream-pollution studies; and water-chemistry transport studies.</p><p>The basic data used to develop the summaries in this report are records of daily and peak discharge collected by the U.S. Geological Survey and other Federal agencies. Much of the work of the Geological Survey was done in cooperation with Federal, State, and county agencies. Discharge records<br>included in the report generally were for stations with at least 1 complete water year of record and nearby stations that were on the same stream and had different streamflow characteristics. A water year is a 12-month period ending September 30, and it is designated by the calendar year in which it ends. For streams that have had significant changes in regulation by reservoirs or diversions, the records before and after those changes were used separately to provide streamflow characteristics for each period of homogeneous streamflow and to show the change in the characteristics. Summaries for annual peak discharge are included only for stations with 5 or more years of data. The summaries of annual lowest and highest mean-discharge frequency are reported for stations with 10 or more years of daily-discharge record and for which computer-generated frequency curves provided a reasonable fit of the plotted data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr85421","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Christensen, R., Johnson, E., and Plantz, G., 1987, Streamflow characteristics of the Colorado River Basin in Utah through September 1981: U.S. Geological Survey Open-File Report 85-421, iv, 674 p., https://doi.org/10.3133/ofr85421.","productDescription":"iv, 674 p.","numberOfPages":"678","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":152201,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0421/report-thumb.jpg"},{"id":47822,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0421/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Colorado River basin","publicComments":"This is also Utah Hydrologic-Data Report no. 42","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e21","contributors":{"authors":[{"text":"Christensen, R.C.","contributorId":56670,"corporation":false,"usgs":true,"family":"Christensen","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":179174,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, E.B.","contributorId":77953,"corporation":false,"usgs":true,"family":"Johnson","given":"E.B.","affiliations":[],"preferred":false,"id":179175,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Plantz, G.G.","contributorId":79103,"corporation":false,"usgs":true,"family":"Plantz","given":"G.G.","affiliations":[],"preferred":false,"id":179176,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","interactions":[{"subject":{"id":11086,"text":"ofr84708 - 1984 - State hydrologic unit maps","indexId":"ofr84708","publicationYear":"1984","noYear":false,"title":"State hydrologic unit maps"},"predicate":"SUPERSEDED_BY","object":{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","indexId":"wsp2294","publicationYear":"1987","noYear":false,"title":"Hydrologic unit maps"},"id":1}],"lastModifiedDate":"2026-02-12T16:30:51.823743","indexId":"wsp2294","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":"2294","title":"Hydrologic unit maps","docAbstract":"A set of maps depicting approved boundaries of, and numerical codes for, river-basin units of the United States has been developed by the U.S . Geological Survey. These 'Hydrologic Unit Maps' are four-color maps that present information on drainage, culture, hydrography, and hydrologic boundaries and codes of (1) the 21 major water-resources regions and the 222 subregions designated by the U.S . Water Resources Council, (2) the 352 accounting units of the U.S. Geological Survey's National Water Data Network, and (3) the 2,149 cataloging units of the U.S . Geological Survey's 'Catalog of information on Water Data:' The maps are plotted on the Geological Survey State base-map series at a scale of 1 :500,000 and, except for Alaska, depict hydrologic unit boundaries for all drainage basins greater than 700 square miles (1,813 square kilometers). A complete list of all the hydrologic units, along with their drainage areas, their names, and the names of the States or outlying areas in which they reside, is contained in the report.\r\n\r\nThese maps and associated codes provide a standardized base for use by water-resources organizations in locating, storing, retrieving, and exchanging hydrologic data, in indexing and inventorying hydrologic data and information, in cataloging water-data acquisition activities, and in a variety of other applications. Because the maps have undergone extensive review by all principal Federal, regional, and State water-resource agencies, they are widely accepted for use in planning and describing water-use and related land-use activities, and in geographically organizing hydrologic data . Examples of these uses are given in the report . The hydrologic unit codes shown on the maps have been approved as a Federal Information Processing Standard for use by the Federal establishment.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2294","usgsCitation":"Seaber, P.R., Kapinos, F., and Knapp, G.L., 1987, Hydrologic unit maps: U.S. Geological Survey Water Supply Paper 2294, iii, 63 p. :ill. (some col.), maps (some col.) ;28 cm.; 1 plate in pocket, https://doi.org/10.3133/wsp2294.","productDescription":"iii, 63 p. :ill. (some col.), maps (some col.) ;28 cm.; 1 plate in pocket","costCenters":[],"links":[{"id":138259,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":35,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wsp/wsp2294/index.html","linkFileType":{"id":5,"text":"html"}},{"id":258460,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2294/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dab42","contributors":{"authors":[{"text":"Seaber, Paul R.","contributorId":67492,"corporation":false,"usgs":true,"family":"Seaber","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145590,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kapinos, F. Paul","contributorId":42581,"corporation":false,"usgs":true,"family":"Kapinos","given":"F. Paul","affiliations":[],"preferred":false,"id":145589,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Knapp, George L.","contributorId":93466,"corporation":false,"usgs":true,"family":"Knapp","given":"George","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145591,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2025,"text":"wsp2306 - 1987 - Application of the precipitation-runoff model in the Warrior coal field, Alabama","interactions":[{"subject":{"id":14452,"text":"ofr85678 - 1986 - Application of the precipitation-runoff model in the Warrior Coal Field, Alabama","indexId":"ofr85678","publicationYear":"1986","noYear":false,"title":"Application of the precipitation-runoff model in the Warrior Coal Field, Alabama"},"predicate":"SUPERSEDED_BY","object":{"id":2025,"text":"wsp2306 - 1987 - Application of the precipitation-runoff model in the Warrior coal field, Alabama","indexId":"wsp2306","publicationYear":"1987","noYear":false,"title":"Application of the precipitation-runoff model in the Warrior coal field, Alabama"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp2306","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":"2306","title":"Application of the precipitation-runoff model in the Warrior coal field, Alabama","docAbstract":"A deterministic precipitation-runoff model, the Precipitation-Runoff Modeling System, was applied in two small basins located in the Warrior coal field, Alabama. Each basin has distinct geologic, hydrologic, and land-use characteristics. Bear Creek basin (15.03 square miles) is undisturbed, is underlain almost entirely by consolidated coal-bearing rocks of Pennsylvanian age (Pottsville Formation), and is drained by an intermittent stream. Turkey Creek basin (6.08 square miles) contains a surface coal mine and is underlain by both the Pottsville Formation and unconsolidated clay, sand, and gravel deposits of Cretaceous age (Coker Formation). Aquifers in the Coker Formation sustain flow through extended rainless periods. \r\n\r\nPreliminary daily and storm calibrations were developed for each basin. Initial parameter and variable values were determined according to techniques recommended in the user's manual for the modeling system and through field reconnaissance. Parameters with meaningful sensitivity were identified and adjusted to match hydrograph shapes and to compute realistic water year budgets. When the developed calibrations were applied to data exclusive of the calibration period as a verification exercise, results were comparable to those for the calibration period. \r\n\r\nThe model calibrations included preliminary parameter values for the various categories of geology and land use in each basin. The parameter values for areas underlain by the Pottsville Formation in the Bear Creek basin were transferred directly to similar areas in the Turkey Creek basin, and these parameter values were held constant throughout the model calibration. Parameter values for all geologic and land-use categories addressed in the two calibrations can probably be used in ungaged basins where similar conditions exist. The parameter transfer worked well, as a good calibration was obtained for Turkey Creek basin.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2306","usgsCitation":"Kidd, R.E., and Bossong, C., 1987, Application of the precipitation-runoff model in the Warrior coal field, Alabama: U.S. Geological Survey Water Supply Paper 2306, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2306.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2306/report-thumb.jpg"},{"id":27494,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2306/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a5e3","contributors":{"authors":[{"text":"Kidd, Robert E.","contributorId":21523,"corporation":false,"usgs":true,"family":"Kidd","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144546,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bossong, C. R.","contributorId":39762,"corporation":false,"usgs":true,"family":"Bossong","given":"C. R.","affiliations":[],"preferred":false,"id":144547,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17880,"text":"ofr86602 - 1987 - Water-resources activities of the U.S. Geological Survey in Texas— Fiscal years 1985–86","interactions":[],"lastModifiedDate":"2021-10-26T21:13:45.45852","indexId":"ofr86602","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-602","title":"Water-resources activities of the U.S. Geological Survey in Texas— Fiscal years 1985–86","docAbstract":"<p>Water-resources activities in Texas include collecting of hydrologic data, performing interpretive studies, and conducting research. This report describes the activities of the Water Resources Division of the U.S. Geological Survey in Texas for fiscal years (October to September) 1985 to 1986.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr86602","usgsCitation":"1987, Water-resources activities of the U.S. Geological Survey in Texas— Fiscal years 1985–86: U.S. Geological Survey Open-File Report 86-602, vii, 96 p., https://doi.org/10.3133/ofr86602.","productDescription":"vii, 96 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":149810,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0602/report-thumb.jpg"},{"id":390988,"rank":3,"type":{"id":36,"text":"NGMDB Index 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,{"id":235,"text":"wsp2310 - 1987 - Selected papers in the hydrologic sciences, 1986","interactions":[],"lastModifiedDate":"2018-05-23T11:36:05","indexId":"wsp2310","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":"2310","title":"Selected papers in the hydrologic sciences, 1986","docAbstract":"<p>Water-quality data from long-term (24 years), fixed- station monitoring at the Cape Fear River at Lock 1 near Kelly, N.C., and various measures of basin development are correlated. Subbasin population, number of acres of cropland in the subbasin, number of people employed in manufacturing, and tons of fertilizer applied in the basin are considered as measures of basinwide development activity. Linear correlations show statistically significant posi- tive relations between both population and manufacturing activity and most of the dissolved constituents considered. Negative correlations were found between the acres of harvested cropland and most of the water-quality measures. The amount of fertilizer sold in the subbasin was not statistically related to the water-quality measures considered in this report. The statistical analysis was limited to several commonly used measures of water quality including specific conductance, pH, dissolved solids, several major dissolved ions, and a few nutrients. The major dissolved ions included in the analysis were calcium, sodium, potassium, magnesium, chloride, sulfate, silica, bicarbonate, and fluoride. The nutrients included were dissolved nitrite plus nitrate nitrogen, dissolved ammonia nitrogen, total nitrogen, dissolved phosphates, and total phosphorus. For the chemicals evaluated, manufacturing and population sources are more closely associated with water quality in the Cape Fear River at Lock 1 than are agricultural variables.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wsp2310","usgsCitation":"Subitzky, S., 1987, Selected papers in the hydrologic sciences, 1986: U.S. Geological Survey Water Supply Paper 2310, 142 p., https://doi.org/10.3133/wsp2310.","productDescription":"142 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":24845,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2310/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":136508,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2310/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db6553c4","contributors":{"authors":[{"text":"Subitzky, Seymour","contributorId":99111,"corporation":false,"usgs":true,"family":"Subitzky","given":"Seymour","email":"","affiliations":[],"preferred":false,"id":142119,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16725,"text":"ofr84707 - 1987 - Hydrology of area 27, Eastern Region, Interior Coal Province, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:07:13","indexId":"ofr84707","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-707","title":"Hydrology of area 27, Eastern Region, Interior Coal Province, Illinois","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84707","usgsCitation":"Zuehls, E., 1987, Hydrology of area 27, Eastern Region, Interior Coal Province, Illinois: U.S. Geological Survey Open-File Report 84-707, vi, 61 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/ofr84707.","productDescription":"vi, 61 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":95393,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0707/report.pdf","size":"22331","linkFileType":{"id":1,"text":"pdf"}},{"id":149460,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0707/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db602081","contributors":{"authors":[{"text":"Zuehls, E.E.","contributorId":19942,"corporation":false,"usgs":true,"family":"Zuehls","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":173375,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11831,"text":"ofr8738 - 1987 - Activities of the Alaska District, Water Resources Division, U.S. Geological Survey, 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:06:41","indexId":"ofr8738","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-38","title":"Activities of the Alaska District, Water Resources Division, U.S. Geological Survey, 1987","docAbstract":"Hydrologic data collection activities by the U.S. Geological Survey in Alaska are described. Seventeen projects were active in 1987. Each description includes information on period of project, project chief, funding sources, location, purpose, current status, and published or planned reports. The compilation also contains a bibliography of reports published by the Alaska District from 1984 through 1986. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8738","usgsCitation":"Snyder, E.F., 1987, Activities of the Alaska District, Water Resources Division, U.S. Geological Survey, 1987: U.S. Geological Survey Open-File Report 87-38, vi, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8738.","productDescription":"vi, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":145777,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0038/report-thumb.jpg"},{"id":39733,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db69814c","contributors":{"authors":[{"text":"Snyder, E. F. (compiler)","contributorId":88744,"corporation":false,"usgs":true,"family":"Snyder","given":"E.","suffix":"(compiler)","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":163820,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11982,"text":"ofr87216 - 1987 - Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota, 1983","interactions":[],"lastModifiedDate":"2017-09-11T15:52:02","indexId":"ofr87216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-216","title":"Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota, 1983","docAbstract":"Research on the hydrology of the Cottonwood Lake area, Stutsman County, North Dakota, includes study of evaporation. Climatic data needed for energy-budget and mass-transfer evaporation studies that were collected during 1983 include water-surface temperature, sediment temperature, dry-bulb and wet-bulb air temperature, vapor pressure at and above the water surface, wind speed, and short-and long-wave radiation. Data are collected at raft and land stations. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87216","usgsCitation":"Sturrock, A., Hanson, B., Scarborough, J., and Winter, T.C., 1987, Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota, 1983: U.S. Geological Survey Open-File Report 87-216, iv, 28 p., https://doi.org/10.3133/ofr87216.","productDescription":"iv, 28 p.","costCenters":[{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":143764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0216/report-thumb.jpg"},{"id":39975,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0216/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de134","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":164513,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanson, B.A.","contributorId":40553,"corporation":false,"usgs":true,"family":"Hanson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":164514,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scarborough, J.L.","contributorId":94673,"corporation":false,"usgs":true,"family":"Scarborough","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":164515,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164512,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
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