{"pageNumber":"496","pageRowStart":"12375","pageSize":"25","recordCount":16502,"records":[{"id":16301,"text":"ofr8740 - 1988 - Aggregation of Minnesota water-use data and transfer of data to the National Water-Use Data System; Procedures and programs","interactions":[],"lastModifiedDate":"2018-04-02T11:46:34","indexId":"ofr8740","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-40","title":"Aggregation of Minnesota water-use data and transfer of data to the National Water-Use Data System; Procedures and programs","docAbstract":"<p>The Minnesota Water-Use Data System stores data on the quantity of withdrawals and discharge in Minnesota. To transfer these data into the U.S. Geological Survey 's National Water-Use Data System properly, certain procedures must be followed. Uniform data categorization and entry allows comparison of water use from State to State. The data in the National Water-Use Data System are aggregated by county and by watershed (hydrologic unit). This report documents the data aggregation and transfer process as developed by the Minnesota Department of Natural Resources, the Minnesota State Planning Agency/Planning Information Center, and the U.S. Geological Survey as part of the National Water-Use Information Program.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr8740","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources and the Minnesota State Planning Agency","usgsCitation":"Trotta, L.C., 1988, Aggregation of Minnesota water-use data and transfer of data to the National Water-Use Data System; Procedures and programs: U.S. Geological Survey Open-File Report 87-40, iv, 71 p., https://doi.org/10.3133/ofr8740.","productDescription":"iv, 71 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db689125","contributors":{"authors":[{"text":"Trotta, L. C.","contributorId":63410,"corporation":false,"usgs":true,"family":"Trotta","given":"L.","email":"","middleInitial":"C.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":172574,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16239,"text":"ofr88195 - 1988 - Selected hydrologic data for Pahvant Valley and adjacent areas, Millard County, Utah, 1987","interactions":[],"lastModifiedDate":"2017-08-31T16:02:47","indexId":"ofr88195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-195","title":"Selected hydrologic data for Pahvant Valley and adjacent areas, Millard County, Utah, 1987","docAbstract":"<p>This report contains hydrologic data collected in Pahvant Valley and adjacent areas from 1909 to 1987. The report area is mainly comprised of Pahvant Valley on the east and the southern part of the Sevier Desert on the west (plate 1). The area is in west-central Utah, within the Basin and Range physiographic province, and includes about 1,600 square miles. </p><p>Most of the data in this report were collected by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Water Rights, from 1985 to 1987. Some of the earlier data were previously published by Enright and Holmes (1982), Meinzer (1911), Mower (1963 and 1967), and Mundorff (1970). </p><p>The purpose of this report is to provide hydrologic data for use by the general public and by officials managing the area's water resources, and to supplement interpretive reports for the area. Tables 1 to 6 contain information about wells including well completions, drillers' logs, water levels, flowing-well discharges, and chemical quality. Spring and surfacewater site data are listed in tables 7 to 9. Hydrologic-data sites are shown on plate 1. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr88195","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources","usgsCitation":"Thiros, S.A., 1988, Selected hydrologic data for Pahvant Valley and adjacent areas, Millard County, Utah, 1987: U.S. Geological Survey Open-File Report 88-195, Report: iv, 151 p.; Plate: 23.06 in. x 23.37 in., https://doi.org/10.3133/ofr88195.","productDescription":"Report: iv, 151 p.; Plate: 23.06 in. x 23.37 in.","numberOfPages":"154","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":148918,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0195/report-thumb.jpg"},{"id":45160,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0195/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45161,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0195/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","county":"Millard County","otherGeospatial":"Pahvant 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Susan A. 0000-0002-8544-553X sthiros@usgs.gov","orcid":"https://orcid.org/0000-0002-8544-553X","contributorId":965,"corporation":false,"usgs":true,"family":"Thiros","given":"Susan","email":"sthiros@usgs.gov","middleInitial":"A.","affiliations":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"preferred":true,"id":172472,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15710,"text":"ofr88304 - 1988 - Climatic data for Williams Lake, Hubbard County, Minnesota, 1986","interactions":[],"lastModifiedDate":"2018-03-19T11:15:48","indexId":"ofr88304","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-304","title":"Climatic data for Williams Lake, Hubbard County, Minnesota, 1986","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. Some calculated values necessary for these studies, such as vapor pressure and Bowen ratio numbers, also are presented. Data are collected at raft and land stations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lakewood, CO","doi":"10.3133/ofr88304","usgsCitation":"Rosenberry, D., Sturrock, A., and Winter, T.C., 1988, Climatic data for Williams Lake, Hubbard County, Minnesota, 1986: U.S. Geological Survey Open-File Report 88-304, iv, 38 p., https://doi.org/10.3133/ofr88304.","productDescription":"iv, 38 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":44703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0304/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148440,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0304/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de152","contributors":{"authors":[{"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":171586,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":171585,"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":171584,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15054,"text":"ofr88301 - 1988 - Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1987 water year","interactions":[],"lastModifiedDate":"2012-02-02T00:07:03","indexId":"ofr88301","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-301","title":"Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1987 water year","docAbstract":"The computed annual yield and deficiency of the subbasins are 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, and mean discharges are shown for the 14 streamflow stations used in computing annual yield. Water quality data are shown for two sites in the compact area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88301","usgsCitation":"Moore, M.A., Lamb, T., and Hauth, L., 1988, Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1987 water year: U.S. Geological Survey Open-File Report 88-301, iv, 33 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr88301.","productDescription":"iv, 33 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":147732,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0301/report-thumb.jpg"},{"id":43969,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0301/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b6f0","contributors":{"authors":[{"text":"Moore, M. A.","contributorId":84767,"corporation":false,"usgs":true,"family":"Moore","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170492,"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":170491,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hauth, L.D.","contributorId":48551,"corporation":false,"usgs":true,"family":"Hauth","given":"L.D.","affiliations":[],"preferred":false,"id":170490,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":14558,"text":"ofr87565 - 1988 - Data on surface-water quality and quantity, lower Edgewood Creek basin, Douglas County, Nevada, 1984-85","interactions":[],"lastModifiedDate":"2012-02-02T00:06:47","indexId":"ofr87565","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-565","title":"Data on surface-water quality and quantity, lower Edgewood Creek basin, Douglas County, Nevada, 1984-85","docAbstract":"Selected hydrologic data were collected from August 1984 through July 1985 at three sites on the lower part of Edgewood Creek, and at a recently constructed sediment-catchment basin that captures and retains runoff from developed areas in the lower Edgewood Creek drainage. The data were collected to quantify the discharge of selected constituents downstream from recent and planned watershed restoration projects, and to Lake Tahoe. Contained in this report are the results of quantitative analyses of 39 water samples for: total and dissolved ammonium, organic nitrogen, nitrite, nitrate, phosphorus, and orthophosphorus; suspended sediment; total iron, manganese, and zinc; and dissolved temperature, specific conductance, pH, and dissolved oxygen; summary statistics (means and standard deviations), and computations of instantaneous loads. On the basis of mean values, about 80% of the total nitrogen load at each of the three Edgewood Creek sites is in the form of organic nitrogen, 12% is in the form of nitrate nitrogen, 7% is in the form of ammonium nitrogen, and 1% is in the form of nitrite nitrogen. The percentage of total phosphorus load in the form of orthophosphorus at the three stream sites varies somewhat with time, but is generally greater at the two downstream sites than at the upstream site. In addition, the percentage of the total phosphorus load that is present in the dissolved state generally is greater at the two downstream sites than at the upstream site. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87565","usgsCitation":"La Camera, R., and Browning, S., 1988, Data on surface-water quality and quantity, lower Edgewood Creek basin, Douglas County, Nevada, 1984-85: U.S. Geological Survey Open-File Report 87-565, iv, 18 p. :map ;28 cm., https://doi.org/10.3133/ofr87565.","productDescription":"iv, 18 p. :map ;28 cm.","costCenters":[],"links":[{"id":146249,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0565/report-thumb.jpg"},{"id":43231,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0565/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c7df","contributors":{"authors":[{"text":"La Camera, R.J.","contributorId":83932,"corporation":false,"usgs":true,"family":"La Camera","given":"R.J.","affiliations":[],"preferred":false,"id":169647,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Browning, S.B.","contributorId":58652,"corporation":false,"usgs":true,"family":"Browning","given":"S.B.","email":"","affiliations":[],"preferred":false,"id":169646,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14360,"text":"ofr88488 - 1988 - Operating manual for the R200 downhole recorder with Tandy 102 retriever","interactions":[],"lastModifiedDate":"2012-02-02T00:07:01","indexId":"ofr88488","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-488","title":"Operating manual for the R200 downhole recorder with Tandy 102 retriever","docAbstract":"The R200 Downhole Recorder is a battery-powered device that, when placed in a well casing, monitors water levels for a period of up to 1 year. This instrument measures a 1- to 70-ft range of water levels. These water level data can be retrieved through use of a commercially available portable microcomputer. The R200 Downhole Recorder was developed at the U. S. Geological Survey 's Hydrologic Instrumentation Facility, Stennis Space Center, Mississippi. This operating manual describes the R200 Downhole Recorder, provides initial set-up instructions, and gives directions for on-site operation. Design specifications and routine maintenance steps are included. The R200 data-retriever program is a user-friendly, menu-driven program. The manual guides the user through the procedures required to perform specific operations. Numerous screens are reproduced in the text with a discussion of user input for desired responses. Help is provided for specific problems. (USGS)","language":"ENGLISH","publisher":"Hydrologic Instrumentation Facility, U.S. Geological Survey, WRD,","doi":"10.3133/ofr88488","usgsCitation":"Johnson, R.A., and Rorabaugh, J.I., 1988, Operating manual for the R200 downhole recorder with Tandy 102 retriever: U.S. Geological Survey Open-File Report 88-488, iv, 113 p. ill. ;28 cm., https://doi.org/10.3133/ofr88488.","productDescription":"iv, 113 p. ill. ;28 cm.","costCenters":[],"links":[{"id":147819,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0488/report-thumb.jpg"},{"id":43037,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0488/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fce4b07f02db5f59e3","contributors":{"authors":[{"text":"Johnson, Roy A.","contributorId":60665,"corporation":false,"usgs":true,"family":"Johnson","given":"Roy","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":169322,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rorabaugh, James I.","contributorId":75549,"corporation":false,"usgs":true,"family":"Rorabaugh","given":"James","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":169323,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14359,"text":"ofr88455 - 1988 - Operating manual for the R200 downhole recorder with husky hunter retriever","interactions":[],"lastModifiedDate":"2012-02-02T00:07:01","indexId":"ofr88455","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-455","title":"Operating manual for the R200 downhole recorder with husky hunter retriever","docAbstract":"The R200 Downhole Recorder is a battery-powered device that, when placed in a well casing, monitors water levels for a period of up to 1 year. This instrument measures a 1- to 70-foot range of water levels. These water-level data can be retrieved through use of a commercially available portable microcomputer. The R200 Downhole Recorder was developed at the U.S. Geological Survey 's Hydrologic Instrumentation Facility, Stennis Space Center, Mississippi. This operating manual describes the R200 Downhole Recorder, provides initial set-up instructions, and gives directions for on-site operation. Design specifications and routine maintenance steps are included. The R200 data-retriever program is a user-friendly, menu-driven program. The manual guides the user through the procedures required to perform specific operations. Numerous screens are reproduced in the text with a discussion of user input for desired responses. Help is provided for specific problems. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88455","usgsCitation":"Johnson, R.A., and Rorabaugh, J.I., 1988, Operating manual for the R200 downhole recorder with husky hunter retriever: U.S. Geological Survey Open-File Report 88-455, iv, 111 p. ill. ;28 cm., https://doi.org/10.3133/ofr88455.","productDescription":"iv, 111 p. ill. ;28 cm.","costCenters":[],"links":[{"id":147818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0455/report-thumb.jpg"},{"id":43036,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0455/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fce4b07f02db5f59e8","contributors":{"authors":[{"text":"Johnson, Roy A.","contributorId":60665,"corporation":false,"usgs":true,"family":"Johnson","given":"Roy","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":169320,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rorabaugh, James I.","contributorId":75549,"corporation":false,"usgs":true,"family":"Rorabaugh","given":"James","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":169321,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14152,"text":"ofr88193 - 1988 - Results of qualification tests on water-level sensing instruments, 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:06:43","indexId":"ofr88193","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-193","title":"Results of qualification tests on water-level sensing instruments, 1986","docAbstract":"This report presents to users of hydrological instrumentation and U.S. Geological Survey procurement personnel a list of instruments that have met or exceeded the Survey 's minimum performance requirements for water level sensing instruments. The Hydrologic Instrumentation Facility at the National Space Technology Laboratories, Mississippi conducted qualification tests on four instrument systems. The data collected are summarized, brief system descriptions are given, qualification testing purposes and procedures are summarized, and results are given for each of the three systems that met performance requirements. The fourth system was returned to the manufacturer , because in preliminary testing the instrument system did not perform properly according to the manufacturer 's operating procedures. As a result of the qualification tests, the three systems that met performance requirements have been included on the Survey 's Qualified Products List. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88193","usgsCitation":"Holland, R.R., and Rapp, D.H., 1988, Results of qualification tests on water-level sensing instruments, 1986: U.S. Geological Survey Open-File Report 88-193, iv, 34 p. ill. ;28 cm., https://doi.org/10.3133/ofr88193.","productDescription":"iv, 34 p. ill. ;28 cm.","costCenters":[],"links":[{"id":145119,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0193/report-thumb.jpg"},{"id":42800,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0193/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8131","contributors":{"authors":[{"text":"Holland, Randolph R.","contributorId":16418,"corporation":false,"usgs":true,"family":"Holland","given":"Randolph","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":169008,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rapp, Donald H.","contributorId":69562,"corporation":false,"usgs":true,"family":"Rapp","given":"Donald","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":169009,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":4705,"text":"twri06A1 - 1988 - A modular three-dimensional finite-difference ground-water flow model","interactions":[{"subject":{"id":20038,"text":"ofr83875 - 1984 - A modular three-dimensional finite-difference ground-water flow model","indexId":"ofr83875","publicationYear":"1984","noYear":false,"title":"A modular three-dimensional finite-difference ground-water flow model"},"predicate":"SUPERSEDED_BY","object":{"id":4705,"text":"twri06A1 - 1988 - A modular three-dimensional finite-difference ground-water flow model","indexId":"twri06A1","publicationYear":"1988","noYear":false,"title":"A modular three-dimensional finite-difference ground-water flow model"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri06A1","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"06-A1","title":"A modular three-dimensional finite-difference ground-water flow model","docAbstract":"This report presents a finite-difference model and its associated modular computer program. The model simulates flow in three dimensions. The report includes detailed explanations of physical and mathematical concepts on which the model is based and an explanation of how those concepts are incorporated in the modular structure of the computer program. The modular structure consists of a Main Program and a series of highly independent subroutines called 'modules.' The modules are grouped into 'packages.' Each package deals with a specific feature of the hydrologic system which is to be simulated, such as flow from rivers or flow into drains, or with a specific method of solving linear equations which describe the flow system, such as the Strongly Implicit Procedure or Slice-Successive Overrelaxation. \r\n\r\nThe division of the program into modules permits the user to examine specific hydrologic features of the model independently. This also facilita development of additional capabilities because new packages can be added to the program without modifying the existing packages. The input and output systems of the computer program are also designed to permit maximum flexibility. \r\n\r\nGround-water flow within the aquifer is simulated using a block-centered finite-difference approach. Layers can be simulated as confined, unconfined, or a combination of confined and unconfined. Flow associated with external stresses, such as wells, areal recharge, evapotranspiration, drains, and streams, can also be simulated. The finite-difference equations can be solved using either the Strongly Implicit Procedure or Slice-Successive Overrelaxation. \r\n\r\nThe program is written in FORTRAN 77 and will run without modification on most computers that have a FORTRAN 77 compiler. For each program ,module, this report includes a narrative description, a flow chart, a list of variables, and a module listing.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/twri06A1","issn":"0565-596X","usgsCitation":"McDonald, M.G., and Harbaugh, A.W., 1988, A modular three-dimensional finite-difference ground-water flow model: U.S. Geological Survey Techniques of Water-Resources Investigations 06-A1, 586 p. :ill. ;28 cm., https://doi.org/10.3133/twri06A1.","productDescription":"586 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":139143,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":295,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri6a1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae07b","contributors":{"authors":[{"text":"McDonald, Michael G.","contributorId":47352,"corporation":false,"usgs":true,"family":"McDonald","given":"Michael","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":149652,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harbaugh, Arlen W. harbaugh@usgs.gov","contributorId":426,"corporation":false,"usgs":true,"family":"Harbaugh","given":"Arlen","email":"harbaugh@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":149651,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":4687,"text":"twri02D2 - 1988 - Application of seismic-refraction techniques to hydrologic studies","interactions":[{"subject":{"id":13950,"text":"ofr84746 - 1986 - Application of seismic-refraction techniques to hydrologic studies","indexId":"ofr84746","publicationYear":"1986","noYear":false,"title":"Application of seismic-refraction techniques to hydrologic studies"},"predicate":"SUPERSEDED_BY","object":{"id":4687,"text":"twri02D2 - 1988 - Application of seismic-refraction techniques to hydrologic studies","indexId":"twri02D2","publicationYear":"1988","noYear":false,"title":"Application of seismic-refraction techniques to hydrologic studies"},"id":1}],"lastModifiedDate":"2019-10-15T07:46:19","indexId":"twri02D2","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"02-D2","title":"Application of seismic-refraction techniques to hydrologic studies","docAbstract":"During the past 30 years, seismic-refraction methods have been used extensively in petroleum, mineral, and engineering investigations and to some extent for hydrologic applications.  Recent advances in equipment, sound sources, and computer interpretation techniques make seismic refraction a highly effective and economical means of obtaining subsurface data in hydrologic studies.  Aquifers that can be defined by one or more high-seismic-velocity surface, such as (1) alluvial or glacial deposits in consolidated rock valleys, (2) limestone or sandstone underlain by metamorphic or igneous rock, or (3) saturated unconsolidated deposits overlain by unsaturated unconsolidated deposits, are ideally suited for seismic-refraction methods.  These methods allow economical collection of subsurface data, provide the basis for more efficient collection of data by test drilling or aquifer tests, and result in improved hydrologic studies.  This manual briefly reviews the basics of seismic-refraction theory and principles.  It emphasizes the use of these techniques in hydrologic investigations and describes the planning, equipment, field procedures, and interpretation techniques needed for this type of study.  Further-more, examples of the use of seismic-refraction techniques in a wide variety of hydrologic studies are presented.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/twri02D2","issn":"0565-596X","usgsCitation":"Haeni, F., 1988, Application of seismic-refraction techniques to hydrologic studies: U.S. Geological Survey Techniques of Water-Resources Investigations 02-D2, x, 86 p. , https://doi.org/10.3133/twri02D2.","productDescription":"x, 86 p. ","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":139165,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":247,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri2d2/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a89a","contributors":{"authors":[{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":149624,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25427,"text":"wri884046 - 1988 - Cumulative potential hydrologic impacts of surface coal mining in the eastern Powder River structural basin, northeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:10","indexId":"wri884046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4046","title":"Cumulative potential hydrologic impacts of surface coal mining in the eastern Powder River structural basin, northeastern Wyoming","docAbstract":"There are 16 existing and six proposed surface coal mines in the eastern Powder River structural basin of northeastern Wyoming. Coal mining companies predict water level declines of 5 ft or more in the Wasatch aquifer to extend form about 1,000 to about 2,000 ft beyond the mine pits. The predicted 5 ft water level decline in the Wyodak coal aquifer generally extends 4-8 mi beyond the lease areas. About 3,000 wells are in the area of potential cumulative water level declines resulting from all anticipated mining. Of these 3,000 wells, about 1,200 are outside the areas of anticipated mining: about 1,000 wells supply water for domestic or livestock uses, and about 200 wells supply water for municipal, industrial, irrigation, and miscellaneous uses. The 1,800 remaining wells are used by coal mining companies. Future surface coal mining probably will result in postmining groundwater of similar quality to that currently present in the study area. By use of geochemical modeling techniques, the results of a hypothetical reaction path exercise indicate the potential for marked improvements in postmining water quality because of chemical reactions as postmining groundwater with a large dissolved solids concentration (3,540 mg/L) moves into a coal aquifer with relatively small dissolved solids concentrations (910 mg/L). Results of the modeling exercise also indicate geochemical conditions that are most ideal for large decreases in dissolved solids concentrations in coal aquifers receiving recharge from a spoil aquifer. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884046","usgsCitation":"Martin, L., Naftz, D.L., Lowham, H., and Rankl, J., 1988, Cumulative potential hydrologic impacts of surface coal mining in the eastern Powder River structural basin, northeastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 88-4046, x, 201 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884046.","productDescription":"x, 201 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124217,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4046/report-thumb.jpg"},{"id":54145,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54146,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54147,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54148,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54149,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54150,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ea77","contributors":{"authors":[{"text":"Martin, L.J.","contributorId":73637,"corporation":false,"usgs":true,"family":"Martin","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":193647,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Naftz, D. L.","contributorId":40624,"corporation":false,"usgs":true,"family":"Naftz","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":193646,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":193645,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Rankl, J.G.","contributorId":107733,"corporation":false,"usgs":true,"family":"Rankl","given":"J.G.","affiliations":[],"preferred":false,"id":193648,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":3977,"text":"cir1013 - 1988 - Metal biogeochemistry in surface-water systems; a review of principles and concepts","interactions":[],"lastModifiedDate":"2012-02-02T00:05:26","indexId":"cir1013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1013","title":"Metal biogeochemistry in surface-water systems; a review of principles and concepts","docAbstract":"Metals are ubiquitous in natural surface-water systems, both as dissolved constituents and as particulate constituents. Although concentrations of many metals are generally very low (hence the common term 'trace metals'), their effects on the water quality and the biota of surfacewater systems are likely to be substantial. Biogeochemical partitioning of metals results in a diversity of forms, including hydrated or 'free' ions, colloids, precipitates, adsorbed phases, and various coordination complexes with dissolved organic and inorganic ligands. \r\n\r\nMuch research has been dedicated to answering questions about the complexities of metal behavior and effects in aquatic systems. Voluminous literature on the subject has been produced. This paper synthesizes the findings of aquatic metal studies and describes some general concepts that emerge from such a synthesis. Emphasis is on sources, occurrence, partitioning, transport, and biological interactions of metals in freshwater systems of North America. Biological interactions, in this case, refer to bioavailability, effects of metals on ecological characteristics and functions of aquatic systems, and roles of biota in controlling metal partitioning. \r\n\r\nThis discussion is devoted primarily to the elements aluminum, arsenic, cadmium, chromium, copper, iron, lead, manganese, mercury, nickel, and zinc and secondarily to cobalt, molybdenum, selenium, silver, and vanadium. Sources of these elements are both natural and anthropogenic. Significant anthropogenic sources are atmospheric deposition, discharges of municipal and industrial wastes, mine drainage, and urban and agricultural runoff. \r\n\r\nBiogeochemical partitioning of metals is controlled by various characteristics of the water and sediments in which the metals are found. Among the most important controlling factors are pH, oxidation-reduction potential, hydrologic features, sediment grain size, and the existence and nature of clay minerals, organic matter, and hydrous oxides of manganese and iron. Partitioning is also controlled by biological processes that provide mechanisms for detoxification of metals and for enhanced uptake of nutritive metals. Partitioning is important largely because availability to biota is highly variable among different phases. Hence, accumulation in biological tissues and toxicity of an element are dependent not only on total concentration of the element but also on the factors that control partitioning.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir1013","usgsCitation":"Elder, J.F., 1988, Metal biogeochemistry in surface-water systems; a review of principles and concepts: U.S. Geological Survey Circular 1013, v, 43 p. :ill., map ;28 cm., https://doi.org/10.3133/cir1013.","productDescription":"v, 43 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124434,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1988/1013/report-thumb.jpg"},{"id":31062,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1988/1013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62563a","contributors":{"authors":[{"text":"Elder, John F.","contributorId":23919,"corporation":false,"usgs":true,"family":"Elder","given":"John","email":"","middleInitial":"F.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":147938,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68304,"text":"ha695 - 1988 - Geohydrologic framework of the Gulf Coastal Plain","interactions":[],"lastModifiedDate":"2012-02-10T00:11:30","indexId":"ha695","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"695","title":"Geohydrologic framework of the Gulf Coastal Plain","language":"ENGLISH","doi":"10.3133/ha695","usgsCitation":"Hosman, R., 1988, Geohydrologic framework of the Gulf Coastal Plain: U.S. Geological Survey Hydrologic Atlas 695, 3 maps on 2 sheets :col. ;56 x 52 cm. and 23 x 23 cm., sheets 108 x 84 cm. and 102 x 71 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha695.","productDescription":"3 maps on 2 sheets :col. ;56 x 52 cm. and 23 x 23 cm., sheets 108 x 84 cm. and 102 x 71 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89743,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/695/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89744,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/695/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"2500000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -100,26 ], [ -100,38 ], [ -88,38 ], [ -88,26 ], [ -100,26 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ec0","contributors":{"authors":[{"text":"Hosman, R. L.","contributorId":42978,"corporation":false,"usgs":true,"family":"Hosman","given":"R.","middleInitial":"L.","affiliations":[],"preferred":false,"id":277996,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13327,"text":"ofr88119 - 1988 - U.S. Geological Survey ground-water studies in Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr88119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-119","title":"U.S. Geological Survey ground-water studies in Nevada","docAbstract":"Groundwater is an important natural resource in Nevada. In 1985, groundwater provided 24% of the total water withdrawn, and supplied about 40% of the State 's population. Public supply and self-supplied domestic use accounted for about 12% of the groundwater withdrawn, and self-supplied industrial and mining use was about 3%. The major issues related to groundwater in Nevada are: groundwater availability; natural and artificial groundwater recharge; underground storage of hazardous wastes; organic and inorganic trace constituents in groundwater; and geothermal groundwater systems. The U.S. Geological Survey (USGS) is actively conducting 30 hydrologic investigations in Nevada, of which 18 are related to groundwater quantity and quality. Three examples of ongoing groundwater studies by the USGS that are designed to address specific groundwater issues in Nevada are discussed: carbonate-rock aquifers in eastern and southern Nevada; groundwater quality in the Carson River basin, Nevada-California; and groundwater in Honey Lake Valley, Nevada-California. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88119","usgsCitation":"Dettinger, M.D., and Van Denburgh, A.S., 1988, U.S. Geological Survey ground-water studies in Nevada: U.S. Geological Survey Open-File Report 88-119, 2 p. :map ;28 cm., https://doi.org/10.3133/ofr88119.","productDescription":"2 p. :map ;28 cm.","costCenters":[],"links":[{"id":147395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0119/report-thumb.jpg"},{"id":41753,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db612817","contributors":{"authors":[{"text":"Dettinger, M. D. 0000-0002-7509-7332","orcid":"https://orcid.org/0000-0002-7509-7332","contributorId":93069,"corporation":false,"usgs":false,"family":"Dettinger","given":"M.","middleInitial":"D.","affiliations":[{"id":16196,"text":"Scripps Institution of Oceanography, La Jolla, CA","active":true,"usgs":false}],"preferred":false,"id":167626,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Van Denburgh, A. S.","contributorId":23928,"corporation":false,"usgs":true,"family":"Van Denburgh","given":"A.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":167625,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27880,"text":"wri874117 - 1988 - Evaluation of the flood hydrology in the Colorado Front Range using precipitation, streamflow, and paleoflood data for the Big Thompson River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri874117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4117","title":"Evaluation of the flood hydrology in the Colorado Front Range using precipitation, streamflow, and paleoflood data for the Big Thompson River basin","docAbstract":"A multidisciplinary study of precipitation and streamflow data and paleohydrologic studies of channel features was made to analyze the flood hydrology of foothill and mountain streams in the Front Range of Colorado, with emphasis on the Big Thompson River basin, because conventional hydrologic analyses do not adequately characterize the flood hydrology. In the foothills of Colorado, annual floodflows are derived from snowmelt at high elevations in the mountain regions, from rainfall at low elevation in the plains or plateau regions, or from a combination of rain falling on snow or mixed population hydrology. Above approximately 7,500 ft, snowmelt dominates; rain does not contribute to the flood potential. Regional flood-frequency relations were developed and compared with conventional flood-estimating technique results, including an evaluation of the magnitude and frequency of the probable maximum flood. Evaluation of streamflow data and paleoflood investigations provide an alternative for evaluating flood hydrology and the safety of dams. The study indicates the need for additional data collection and research to understand the complexities of the flood hydrology in mountainous regions, especially its effects on flood-plain management and the design of structures in the flood plain. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri874117","usgsCitation":"Jarrett, R., and Costa, J.E., 1988, Evaluation of the flood hydrology in the Colorado Front Range using precipitation, streamflow, and paleoflood data for the Big Thompson River basin: U.S. Geological Survey Water-Resources Investigations Report 87-4117, iv, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874117.","productDescription":"iv, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121816,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4117/report-thumb.jpg"},{"id":56703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4117/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611b4e","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":198837,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Costa, J. E.","contributorId":28977,"corporation":false,"usgs":true,"family":"Costa","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198836,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":47728,"text":"wri884039 - 1988 - Hydrologic maps of the High Plains Aquifer, southwestern Kansas, January 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:10:08","indexId":"wri884039","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4039","title":"Hydrologic maps of the High Plains Aquifer, southwestern Kansas, January 1986","language":"ENGLISH","doi":"10.3133/wri884039","usgsCitation":"Stullken, L.E., 1988, Hydrologic maps of the High Plains Aquifer, southwestern Kansas, January 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4039, 4 maps : photocopy ; 56 x 89 cm., on sheet 76 x 114 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri884039.","productDescription":"4 maps : photocopy ; 56 x 89 cm., on sheet 76 x 114 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":161988,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":84640,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4039/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84641,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4039/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84642,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4039/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84643,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4039/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c564","contributors":{"authors":[{"text":"Stullken, Lloyd E.","contributorId":60609,"corporation":false,"usgs":true,"family":"Stullken","given":"Lloyd","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":236095,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":46561,"text":"ofr88198 - 1988 - Map showing depth to bedrock, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:10:42","indexId":"ofr88198","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-198","title":"Map showing depth to bedrock, Anchorage, Alaska","docAbstract":"Knowledge of the physical and hydrologic characteristics of geologic materials is useful in determining the availability of groundwater for public and domestic supply and the suitability of areas for on-site septic systems. A generalized map of the Anchorage area shows the approximate distance from land surface to the top of the bedrock surface. Four depth zones are shown. The depths were determined from lithologic data contained in drillers ' logs. (USGS)","language":"ENGLISH","doi":"10.3133/ofr88198","usgsCitation":"Glass, R.L., 1988, Map showing depth to bedrock, Anchorage, Alaska: U.S. Geological Survey Open-File Report 88-198, 1 map :col. ;95 x 75 cm., on sheet 104 x 80 cm., https://doi.org/10.3133/ofr88198.","productDescription":"1 map :col. ;95 x 75 cm., on sheet 104 x 80 cm.","costCenters":[],"links":[{"id":172009,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83502,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0198/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db66040a","contributors":{"authors":[{"text":"Glass, R. L.","contributorId":80279,"corporation":false,"usgs":true,"family":"Glass","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":233563,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12367,"text":"ofr8899 - 1988 - Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr8899","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-99","title":"Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1987","docAbstract":"Water resources activities of the U.S. Geological Survey in Missouri consist of collecting hydrologic data and making interpretive studies. Hydrologic studies in Missouri are made through three basic types of projects: (1) hydrologic data-collection program, (2) local or areal hydrologic investigations, and (3) statewide or regional studies. These projects are funded through cooperative joint-funding agreements with State and local agencies, transfer of funds from other Federal agencies, and direct Federal funds. The data and the results of the investigations are published or released by either the U.S. Geological collection programs and local or areal hydrologic investigations in Missouri for fiscal year 1987 and provides a list of selected water-resources references for Missouri. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8899","usgsCitation":"Smith, B.J., and Jenkins, K., 1988, Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1987: U.S. Geological Survey Open-File Report 88-99, x, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8899.","productDescription":"x, 66 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":145818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0099/report-thumb.jpg"},{"id":40603,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4f8e","contributors":{"authors":[{"text":"Smith, B. J. (compiler)","contributorId":91508,"corporation":false,"usgs":true,"family":"Smith","given":"B.","suffix":"(compiler)","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":166015,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jenkins, K.L.","contributorId":61434,"corporation":false,"usgs":true,"family":"Jenkins","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":166014,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29722,"text":"wri884006 - 1988 - Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining","interactions":[],"lastModifiedDate":"2023-01-09T21:37:24.228504","indexId":"wri884006","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4006","title":"Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884006","usgsCitation":"Shultz, R., 1988, Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining: U.S. Geological Survey Water-Resources Investigations Report 88-4006, ix, 139 p., https://doi.org/10.3133/wri884006.","productDescription":"ix, 139 p.","costCenters":[],"links":[{"id":119488,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4006/report-thumb.jpg"},{"id":58534,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4006/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":110252,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46937.htm","linkFileType":{"id":5,"text":"html"},"description":"46937"}],"country":"United States","state":"West Virginia","county":"Marshall County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.5192,\n              40.0319\n            ],\n            [\n              -80.8667,\n              40.0319\n            ],\n            [\n              -80.8667,\n              39.72\n            ],\n            [\n              -80.5192,\n              39.72\n            ],\n            [\n              -80.5192,\n              40.0319\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae0be","contributors":{"authors":[{"text":"Shultz, R.A.","contributorId":27442,"corporation":false,"usgs":true,"family":"Shultz","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":202014,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17798,"text":"ofr87764 - 1988 - U.S. Geological Survey toxic substances hydrology program, surface-water contamination; proceedings of the technical meeting, Denver, Colorado, February 2-4, 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:07:16","indexId":"ofr87764","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-764","title":"U.S. Geological Survey toxic substances hydrology program, surface-water contamination; proceedings of the technical meeting, Denver, Colorado, February 2-4, 1987","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87764","usgsCitation":"Mallard, G., 1988, U.S. Geological Survey toxic substances hydrology program, surface-water contamination; proceedings of the technical meeting, Denver, Colorado, February 2-4, 1987: U.S. Geological Survey Open-File Report 87-764, xii, 161 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87764.","productDescription":"xii, 161 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":149171,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0764/report-thumb.jpg"},{"id":47039,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0764/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db61218b","contributors":{"authors":[{"text":"Mallard, G. E.","contributorId":16032,"corporation":false,"usgs":true,"family":"Mallard","given":"G. E.","affiliations":[],"preferred":false,"id":177885,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26177,"text":"wri864351 - 1988 - Ground-water flow near two radioactive-waste-disposal areas at the Western New York Nuclear Service Center, Cattaraugus County, New York: Results of flow simulation","interactions":[],"lastModifiedDate":"2024-06-17T19:20:12.719862","indexId":"wri864351","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4351","title":"Ground-water flow near two radioactive-waste-disposal areas at the Western New York Nuclear Service Center, Cattaraugus County, New York: Results of flow simulation","docAbstract":"<p>Two adjacent burial areas were excavated in a clay-rich till at a radioactive waste disposal site near West Valley in Cattaraugus County, N.Y.: (1) which contains mainly low-level radioactive wastes generated onsite by a nuclear fuel reprocessing plant, has been in operation since 1966; and (2) which contains commercial low-level radioactive wastes, was operated during 1963-75. Groundwater below the upper 3 meters of till generally moves downward through a 20- to 30-meter thick sequence of tills underlain by lacustrine and kame-delta deposits of fine sand and silt. Groundwater in the weathered, upper 3 meters of till can move laterally for several meters before either moving downward into the kame-delta deposits or discharging to the land surface. A two-dimensional finite-element model that simulates two vertical sections was used to evaluate hydrologic factors that control groundwater flow in the till. Conditions observed during March 1983 were reproduced accurately in steady-state simulations that used four isotropic units of differing hydraulic conductivity to represent two fractured and weathered till units near land surfaces, an intermediate group of isolated till zones that contain significant amounts of fine sand and silt, and a sequence of till units at depths that have been consolidated by overburden pressure. Recharge rates used in the best-fit simulation ranged from 1.4 cm/yr along smooth, sloping or compacted surfaces to 3.8 cm/yr near swampy areas. Values of hydraulic conductivity and infiltration used in the calibrated best-fit model were nearly identical to values used in a previous model analysis of the nearby commercial-waste burial area. Results of the model simulations of a burial pit assumed to be filled with water indicate that water near the bottom of the burial pit would migrate laterally in the shallow, weathered till for 5 to 6 meters before moving downward into the unweathered till, and water near the top of the pit would move laterally less than 20 meters before moving downward into the unweathered till. These results indicate that subsurface migration of radionuclides in groundwater to points of discharge to land surface is unlikely as long as the water level does not rise into the reworked cover material.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864351","usgsCitation":"Bergeron, M.P., and Bugliosi, E., 1988, Ground-water flow near two radioactive-waste-disposal areas at the Western New York Nuclear Service Center, Cattaraugus County, New York: Results of flow simulation: U.S. Geological Survey Water-Resources Investigations Report 86-4351, v, 30 p., https://doi.org/10.3133/wri864351.","productDescription":"v, 30 p.","costCenters":[],"links":[{"id":430319,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36662.htm","linkFileType":{"id":5,"text":"html"}},{"id":54978,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4351/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124281,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4351/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              -78.662,\n              42.459\n            ],\n            [\n              -78.662,\n              42.446\n            ],\n            [\n              -78.644,\n              42.446\n            ],\n            [\n              -78.644,\n              42.459\n            ],\n            [\n              -78.662,\n              42.459\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aabe4b07f02db6698fe","contributors":{"authors":[{"text":"Bergeron, M. P.","contributorId":42969,"corporation":false,"usgs":true,"family":"Bergeron","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195943,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bugliosi, E. F.","contributorId":70738,"corporation":false,"usgs":true,"family":"Bugliosi","given":"E. F.","affiliations":[],"preferred":false,"id":195944,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68578,"text":"ha707 - 1988 - Flood of May 26-27, 1984 in Tulsa, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-10T00:11:12","indexId":"ha707","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"707","title":"Flood of May 26-27, 1984 in Tulsa, Oklahoma","docAbstract":"The greatest flood disaster in the history of Tulsa, Oklahoma occurred during 8 hours from 2030 hours May 26 to 0430 hours May 27, 1984, as a result of intense rainfall centered over the metropolitan area. Storms of the magnitude that caused this flood are not uncommon to the southern great plains. Such storms are seldom documented in large urban areas. Total rainfall depth and rainfall distribution in the Tulsa metropolitan area during the May 26-27 storm were recorded by 16 recording rain gages. This report presents location of recording rain gages with corresponding rainfall histograms and mass curves, lines of equal rainfall depth (map A), and flood magnitudes and inundated areas of selected streams within the city (map B).\r\nThe limits of the study areas (fig. 1) are the corporate boundaries of Tulsa, an area of about 185 square miles. Streams draining the city are: Dirty Butter, Coal, and Mingo Creeks which drain northward into Bird Creek along the northern boundary of the city; and Cherry, Crow, Harlow, Joe Haikey, Fry, Vensel, Fred, and Mooser Creeks which flow into the Arkansas River along the southern part of the city. Flooding along Haikey, Fry, Fred, Vensel, and Mooser Creeks was not documented for this report. The Arkansas River is regulated by Keystone Dam upstream from Tulsa (fig. 1). The Arkansas River remained below flood stage during the storm.\r\n\r\nFlooded areas in Tulsa (map B) were delineated on the topographic maps using flood profiles based on surveys of high-water marks identified immediately after the flood. The flood boundaries show the limits of stream flooding. Additional areas flooded because of overfilled storm drains or by sheet runoff are not shown in this report.\r\n\r\nData presented in this report, including rainfall duration and frequency, and flood discharges and elevations, provide city officials and consultants a technical basis for making flood-plain management decisions.","language":"ENGLISH","doi":"10.3133/ha707","usgsCitation":"Bergman, D.L., and Tortorelli, R.L., 1988, Flood of May 26-27, 1984 in Tulsa, Oklahoma: U.S. Geological Survey Hydrologic Atlas 707, 2 maps on 1 sheet :col. ;64 x 65 cm. and 34 x 35 cm., sheet 95 x 147 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha707.","productDescription":"2 maps on 1 sheet :col. ;64 x 65 cm. and 34 x 35 cm., sheet 95 x 147 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189995,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90212,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/707/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90213,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/707/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90214,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/707/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -96.11749999999999,35.950833333333335 ], [ -96.11749999999999,36.25 ], [ -95.75,36.25 ], [ -95.75,35.950833333333335 ], [ -96.11749999999999,35.950833333333335 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae6d1","contributors":{"authors":[{"text":"Bergman, DeRoy L.","contributorId":87606,"corporation":false,"usgs":true,"family":"Bergman","given":"DeRoy","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":278506,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tortorelli, Robert L.","contributorId":65071,"corporation":false,"usgs":true,"family":"Tortorelli","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":278505,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28164,"text":"wri874119 - 1988 - Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri874119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4119","title":"Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado","docAbstract":"Methods were developed by which transit losses could be determined for transmountain return flows in Fountain Creek between Colorado Springs, Colorado, and its confluence with the Arkansas River. The study reach is a complex hydrologic system wherein a substantially variable streamflow interacts with an alluvial aquifer. The study approach included: (1) calibration and verification of a streamflow-routing model that contained a bank-storage-discharge component; (2) use of the model to develop the methods by which transit losses could be calculated; and (3) design of an application method for calculating daily transit loss using the model results. Sources of transit losses that were studied are bank storage, channel storage, and evaporation. Magnitude of bank-storage loss primarily depends on duration of a recovery period during which water lost to bank storage is returned to the stream. Net loss to bank storage can vary from about 50% for a 0-day recovery period to about 2% for a 180-day recovery period. Virtually all water lost to bank storage could be returned to the stream with longer recovery periods. Channel-storage loss was determined to be about 10% of a release quantity. Because the loss on any given day is totally recovered in the form of gains from channel storage on the subsequent day, channel storage is a temporary transit loss. Evaporation loss generally is less than 5% of a given daily transmountain return-flow release, depending on month of year. Evaporation losses are permanently lost from the system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874119","usgsCitation":"Kuhn, G., 1988, Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4119, viii, 183 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874119.","productDescription":"viii, 183 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123336,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4119/report-thumb.jpg"},{"id":56998,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a55e4b07f02db62cf8a","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199320,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26652,"text":"wri874166 - 1988 - Hydrology of the Citrus Park Quadrangle, Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri874166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4166","title":"Hydrology of the Citrus Park Quadrangle, Hillsborough County, Florida","docAbstract":"Rapid increases in population and development in the Citrus Park quadrangle northwest of Tampa have increased the demand for water from the surficial and Upper Floridan aquifers, while at the same time decreasing the amount of wetlands and agricultural or forested lands that formerly provided recharge to these aquifers. Because the study area is underlain by soluble deposits, sinkholes and small closed depressions are common surface features. Some of the lakes in the area are remnants of ancient sinkholes. Four streams drain the area. Two of the streams have been channelized to reduce the risk of local flooding. Pumping from three municipal well fields within the study area and from three nearby well fields has lowered the potentiometric surface of the Upper Floridan aquifer. The pumping also lowers the water table levels by inducing recharge from the surficial aquifer to the Upper Floridan aquifer. Heavy pumpage may prompt sinkhole activity, or in areas near the coast , induce saltwater intrusion. Water quality of streams and groundwater is generally good except in the vicinity of landfills and where saltwater encroachment into the principal water bearing unit has occurred along the coast. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874166","usgsCitation":"Corral, M., and Thompson, T.H., 1988, Hydrology of the Citrus Park Quadrangle, Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4166, 13 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wri874166.","productDescription":"13 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123103,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4166/report-thumb.jpg"},{"id":55530,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4166/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ce4b07f02db6a9296","contributors":{"authors":[{"text":"Corral, M.A. Jr.","contributorId":34486,"corporation":false,"usgs":true,"family":"Corral","given":"M.A.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":196778,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thompson, T. H.","contributorId":23927,"corporation":false,"usgs":true,"family":"Thompson","given":"T.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196777,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26702,"text":"wri884054 - 1988 - Potential hydrologic effects of a drainage system in McMillan delta and water impoundment in Brantley Reservoir, Eddy County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri884054","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4054","title":"Potential hydrologic effects of a drainage system in McMillan delta and water impoundment in Brantley Reservoir, Eddy County, New Mexico","docAbstract":"Construction of a proposed drainage system could result in a moderate flow increase in the Pecos River downstream from the McMillan delta. The potential effect of a new line channel of the Pecos River in McMillan delta in southeastern New Mexico would be an increase of less than 11,000 acre-ft/year. This increase includes overflow of 300 acre-ft from the present Pecos River channel, seepage losses of 3,600 acre-ft from the river bed and tributary inflow of 7,100 acre-ft. The potential effects of drains at the north end of the study area would be additional water of about 6,100 acre-ft within the first few years. In order to drain this much water, the drains would have to be dredged to a lower depth 6 to 8 mi to the south. Impoundment in Brantley Reservoir will cause increases in groundwater storage. The quantity of increased storage will depend on average reservoir pool levels. Major Johnson Springs probably will cease to flow at the conservation-pool level, and southward groundwater leakage from the Major Johnson Springs aquifer could increase. Large quantities of water may move in and out of storage in the Major Johnson Springs aquifer as the Brantley Reservoir pool changes between minimum pool and conservation pool levels. A ground--and surface-water monitoring network is needed to determine changes in groundwater storage caused by Brantley Reservoir. Water levels in selected wells need to be measured periodically during operation of the reservoir. Additional streamflow-gaging stations need to be established and surface-water samples analyzed to determine changes caused by a drainage system and Brantley Reservoir. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884054","usgsCitation":"Crouch, T.M., and Welder, G.E., 1988, Potential hydrologic effects of a drainage system in McMillan delta and water impoundment in Brantley Reservoir, Eddy County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 88-4054, v, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884054.","productDescription":"v, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4054/report-thumb.jpg"},{"id":55573,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae083","contributors":{"authors":[{"text":"Crouch, T. M.","contributorId":106163,"corporation":false,"usgs":true,"family":"Crouch","given":"T.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196853,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196852,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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