{"pageNumber":"549","pageRowStart":"13700","pageSize":"25","recordCount":16499,"records":[{"id":23339,"text":"ofr82686 - 1982 - Summary of hydrologic data collected at Wytheville National Fish Hatchery No. 2, Max Meadows, Virginia, 1976 to 1979","interactions":[],"lastModifiedDate":"2012-02-02T00:08:11","indexId":"ofr82686","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-686","title":"Summary of hydrologic data collected at Wytheville National Fish Hatchery No. 2, Max Meadows, Virginia, 1976 to 1979","docAbstract":"Construction of a section of Interstate Highway 77 through Glade Creek basin in Wythe County, southwestern Virginia, raised concern about its effect on two springs and a well that supply water to a fish hatchery in the basin. Discharge of Glade Creek and the two springs, turbidity of the springs, water levels in the well, water temperature, and chemical quality of the springs and well were monitored during construction and for 6 months after completion of the highway. Analyses of the data showed no trends, anomalies, or changes in quality of water that could be related either to construction activities or to the presence and use of the completed highway.","language":"ENGLISH","publisher":"The Division,","doi":"10.3133/ofr82686","issn":"0094-9140","usgsCitation":"Hendrick, W.E., 1982, Summary of hydrologic data collected at Wytheville National Fish Hatchery No. 2, Max Meadows, Virginia, 1976 to 1979: U.S. Geological Survey Open-File Report 82-686, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82686.","productDescription":"28 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0686/report-thumb.jpg"},{"id":52638,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0686/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69917a","contributors":{"authors":[{"text":"Hendrick, Walter E.","contributorId":83155,"corporation":false,"usgs":true,"family":"Hendrick","given":"Walter","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":189934,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8727,"text":"ofr82426 - 1982 - Annual snowmelt and rainfall peak-flow data on selected foothills region streams, South Platte River, Arkansas River, and Colorado River basins, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr82426","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-426","title":"Annual snowmelt and rainfall peak-flow data on selected foothills region streams, South Platte River, Arkansas River, and Colorado River basins, Colorado","docAbstract":"Peak flows in the foothills region of Colorado are attributable to two meteorological sources--snowmelt and rainfall. As part of a study of the hydrology of foothills streams in Colorado, charts from streamflow gages on unregulated streams were examined to determined the source of peak-flow events. Snowmelt-runoff peaks were distinguished from rainfall-runoff peaks on the basis of daily and seasonal occurrence, hydrograph shape, and local weather conditions. Peak-flow data for snowmelt runoff and rainfall runoff are presented for 69 streamflow-gaging stations in the South Platte River, the Arkansas River, and the Colorado River basins. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82426","usgsCitation":"Elliott, J.G., Jarrett, R., and Ebling, J., 1982, Annual snowmelt and rainfall peak-flow data on selected foothills region streams, South Platte River, Arkansas River, and Colorado River basins, Colorado: U.S. Geological Survey Open-File Report 82-426, iv, 90 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82426.","productDescription":"iv, 90 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":141062,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0426/report-thumb.jpg"},{"id":36298,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0426/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b8df","contributors":{"authors":[{"text":"Elliott, J. G.","contributorId":45341,"corporation":false,"usgs":true,"family":"Elliott","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":158218,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":158217,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ebling, J.L.","contributorId":81978,"corporation":false,"usgs":true,"family":"Ebling","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":158219,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8719,"text":"ofr81803 - 1982 - Hydrology of area 9, Eastern Coal Province, West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr81803","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-803","title":"Hydrology of area 9, Eastern Coal Province, West Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81803","usgsCitation":"Ehlke, T.A., Runner, G.S., and Downs, S.C., 1982, Hydrology of area 9, Eastern Coal Province, West Virginia: U.S. Geological Survey Open-File Report 81-803, v, 63 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/ofr81803.","productDescription":"v, 63 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":94874,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0803/report.pdf","size":"23135","linkFileType":{"id":1,"text":"pdf"}},{"id":142015,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0803/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601fe5","contributors":{"authors":[{"text":"Ehlke, Theodore A.","contributorId":83523,"corporation":false,"usgs":true,"family":"Ehlke","given":"Theodore","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":158207,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Runner, Gerald S.","contributorId":90297,"corporation":false,"usgs":true,"family":"Runner","given":"Gerald","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":158208,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Downs, Sanford C.","contributorId":66233,"corporation":false,"usgs":true,"family":"Downs","given":"Sanford","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":158206,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8664,"text":"ofr82442 - 1982 - Data management system for USGS/USEPA urban hydrology studies program","interactions":[],"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr82442","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-442","title":"Data management system for USGS/USEPA urban hydrology studies program","docAbstract":"A data management system was developed to store, update, and retrieve data collected in urban stormwater studies jointly conducted by the U.S. Geological Survey and U.S. Environmental Protection Agency in 11 cities in the United States. The data management system is used to retrieve and combine data from USGS data files for use in rainfall, runoff, and water-quality models and for data computations such as storm loads. The system is based on the data management aspect of the Statistical Analysis System (SAS) and was used to create all the data files in the data base. SAS is used for storage and retrieval of basin physiography, land-use, and environmental practices inventory data. Also, storm-event water-quality characteristics are stored in the data base. The advantages of using SAS to create and manage a data base are many with a few being that it is simple, easy to use, contains a comprehensive statistical package, and can be used to modify files very easily. Data base system development has progressed rapidly during the last two decades and the data managment system concepts used in this study reflect the advancement made in computer technology during this era. Urban stormwater data is, however, just one application for which the system can be used. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82442","usgsCitation":"Doyle, W., and Lorens, J., 1982, Data management system for USGS/USEPA urban hydrology studies program: U.S. Geological Survey Open-File Report 82-442, vi, 278 p. ill. ;28 cm., https://doi.org/10.3133/ofr82442.","productDescription":"vi, 278 p. ill. ;28 cm.","costCenters":[],"links":[{"id":141155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0442/report-thumb.jpg"},{"id":36263,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0442/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b3d1","contributors":{"authors":[{"text":"Doyle, W.H. Jr.","contributorId":59029,"corporation":false,"usgs":true,"family":"Doyle","given":"W.H.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":158114,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lorens, J.A.","contributorId":15201,"corporation":false,"usgs":true,"family":"Lorens","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":158113,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17250,"text":"ofr81902 - 1982 - Hydrology of area 12, Eastern Coal Province, West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:07:16","indexId":"ofr81902","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-902","title":"Hydrology of area 12, Eastern Coal Province, West Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81902","usgsCitation":"Ehlke, T.A., 1982, Hydrology of area 12, Eastern Coal Province, West Virginia: U.S. Geological Survey Open-File Report 81-902, v, 75 p. (some fold.) :ill., maps (some col.) ;29 cm., https://doi.org/10.3133/ofr81902.","productDescription":"v, 75 p. (some fold.) :ill., maps (some col.) ;29 cm.","costCenters":[],"links":[{"id":95397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0902/report.pdf","size":"21198","linkFileType":{"id":1,"text":"pdf"}},{"id":149362,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0902/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db60471a","contributors":{"authors":[{"text":"Ehlke, Theodore A.","contributorId":83523,"corporation":false,"usgs":true,"family":"Ehlke","given":"Theodore","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":175606,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8625,"text":"ofr811021 - 1982 - Water resources of the Gig Harbor Peninsula and adjacent areas, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:06:22","indexId":"ofr811021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-1021","title":"Water resources of the Gig Harbor Peninsula and adjacent areas, Washington","docAbstract":"The study area is a remnant of a glacial-drift plain nearly surrounded by marine embayments. A water-resources appraisal was made because the area is experiencing rapid population growth. Additional ground water is available for use in the study area. At least 11 cubic feet per second, five times the 1978 rate of use, can probably be obtained. Ground-water quality is generally very good, with minor problems of excess iron, manganese, dissolved solids, chloride, and coliform bacteria. Total flow through the hydrologic system is at an average rate of 254 cubic feet per second, which includes 93 cubic feet per second of ground-water recharge. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr811021","usgsCitation":"Drost, B., 1982, Water resources of the Gig Harbor Peninsula and adjacent areas, Washington: U.S. Geological Survey Open-File Report 81-1021, vii, 154 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr811021.","productDescription":"vii, 154 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142332,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1021/report-thumb.jpg"},{"id":36223,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1021/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36224,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0537","contributors":{"authors":[{"text":"Drost, B. W.","contributorId":38526,"corporation":false,"usgs":true,"family":"Drost","given":"B. W.","affiliations":[],"preferred":false,"id":158047,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7694,"text":"ofr82374 - 1982 - Hydrologic data-verification management program plan","interactions":[],"lastModifiedDate":"2012-02-02T00:06:13","indexId":"ofr82374","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-374","title":"Hydrologic data-verification management program plan","docAbstract":"Data verification refers to the performance of quality control on hydrologic data that have been retrieved from the field and are being prepared for dissemination to water-data users. Water-data users now have access to computerized data files containing unpublished, unverified hydrologic data. Therefore, it is necessary to develop techniques and systems whereby the computer can perform some data-verification functions before the data are stored in user-accessible files. Computerized data-verification routines can be developed for this purpose. A single, unified concept describing master data-verification program using multiple special-purpose subroutines, and a screen file containing verification criteria, can probably be adapted to any type and size of computer-processing system. Some traditional manual-verification procedures can be adapted for computerized verification, but new procedures can also be developed that would take advantage of the powerful statistical tools and data-handling procedures available to the computer. Prototype data-verification systems should be developed for all three data-processing environments as soon as possible. The WATSTORE system probably affords the greatest opportunity for long-range research and testing of new verification subroutines. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82374","usgsCitation":"Alexander, C., 1982, Hydrologic data-verification management program plan: U.S. Geological Survey Open-File Report 82-374, iv, 25 p. :ill. ;28 cm., https://doi.org/10.3133/ofr82374.","productDescription":"iv, 25 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":142042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0374/report-thumb.jpg"},{"id":35158,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0374/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db6072a5","contributors":{"authors":[{"text":"Alexander, C.W.","contributorId":76745,"corporation":false,"usgs":true,"family":"Alexander","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":156451,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7738,"text":"ofr821023 - 1982 - Selected hydrologic data for northern Utah Valley, Utah, 1935-82","interactions":[],"lastModifiedDate":"2022-09-19T22:17:45.843729","indexId":"ofr821023","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-1023","title":"Selected hydrologic data for northern Utah Valley, Utah, 1935-82","docAbstract":"<p>This report contains hydrologic data collected in northern Utah Valley from 1935 to 1982. Northern Utah Valley is approximately the northern half of an alluvial-filled basin partly occupied by Utah Lake in north-central Utah. The report area is bounded by the Wasatch Range on the east, the Lake Mountains on the west, and the Traverse Mountains on the north. Its southern boundary is the boundary between Townships 7 and 8 south, Salt Lake Base Line and Meridian.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr821023","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Appel, C.L., Clark, D.W., and Fairbanks, P.E., 1982, Selected hydrologic data for northern Utah Valley, Utah, 1935-82: U.S. Geological Survey Open-File Report 82-1023, Report: iv, 97 p.; 1 Plate: 19.07 x 23.94 inches, https://doi.org/10.3133/ofr821023.","productDescription":"Report: iv, 97 p.; 1 Plate: 19.07 x 23.94 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":407017,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/1023/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407016,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1023/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140643,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1023/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Utah Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.96441650390625,\n              40.054949943999496\n            ],\n            [\n              -111.62384033203124,\n              40.054949943999496\n            ],\n            [\n              -111.62384033203124,\n              40.44276659332215\n            ],\n            [\n              -111.96441650390625,\n              40.44276659332215\n            ],\n            [\n              -111.96441650390625,\n              40.054949943999496\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","publicComments":"This report was also published as Utah Hydrologic Data Report 39","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a144","contributors":{"authors":[{"text":"Appel, Cynthia L.","contributorId":34509,"corporation":false,"usgs":true,"family":"Appel","given":"Cynthia","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":156517,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Clark, David W.","contributorId":77146,"corporation":false,"usgs":true,"family":"Clark","given":"David","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":156519,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fairbanks, Paul E.","contributorId":66254,"corporation":false,"usgs":true,"family":"Fairbanks","given":"Paul","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":156518,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":7747,"text":"ofr82698 - 1982 - Evaluation of the hydrologic system in the New Leipzig coal area, Grant and Hettinger counties, North Dakota","interactions":[],"lastModifiedDate":"2018-05-23T12:06:02","indexId":"ofr82698","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-698","title":"Evaluation of the hydrologic system in the New Leipzig coal area, Grant and Hettinger counties, North Dakota","docAbstract":"Aquifers in the New Leipzig coal area consist of sandstone beds in the Fox Hills Sandstone, the Hell Creek Formation, the Cannonball and Ludlow Members of the Fort Union Formation, and the basal part of the Tongue River Member of the Fort Union Formation. Aquifers also occur in sandstone and lignite beds in the upper part of the Tongue River Member and Sentinel Butte Member of the Fort Union Formation. Potential well yields from each of the aquifers are variable, but are less than 100 gallons per minute. Water in the Fox Hills, Hell Creek, Cannonball, and Ludlow is soft and of the sodium bicarbonate type. Water in basal Tongue River aquifer is either soft or very hard and generally is of the sodium bicarbonate type. Water in the upper Tongue River and Sentinel Butte aquifer system is very hard and generally is either of the calcium bicarbonate or sodium bicarbonate type. There is little or no contribution of ground water to Thirty Mile Creek or the Cannonball River from the area of minable coal. Coal mining will expose sulfide minerals to oxidation, and result in an increase in dissolved solids and sulfate in water in the basal Tongue River aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82698","usgsCitation":"Armstrong, C.A., 1982, Evaluation of the hydrologic system in the New Leipzig coal area, Grant and Hettinger counties, North Dakota: U.S. Geological Survey Open-File Report 82-698, 46 p., 3 over-size sheets, ill., maps ;28 cm., https://doi.org/10.3133/ofr82698.","productDescription":"46 p., 3 over-size sheets, ill., maps ;28 cm.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":35212,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0698/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35208,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0698/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35209,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0698/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142012,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0698/report-thumb.jpg"},{"id":35210,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0698/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35211,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0698/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa27e","contributors":{"authors":[{"text":"Armstrong, C. A.","contributorId":66231,"corporation":false,"usgs":true,"family":"Armstrong","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":156532,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8538,"text":"ofr82362 - 1982 - Hydrologic data from test wells and low-flow investigations in the middle reach of the Eagle River valley, Alaska; 1980-81","interactions":[],"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr82362","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-362","title":"Hydrologic data from test wells and low-flow investigations in the middle reach of the Eagle River valley, Alaska; 1980-81","docAbstract":"Test wells and low-flow investigations in the Eagle River valley , Alaska, were used to evaluate the feasibility of developing ground water for a public supply. Aquifers capable of supplying large yield wells were not indicated in any of the drilling areas. The data include: results of low-flow seepage investigations at 22 river sites; geologic materials logs of eight test wells; water-quality data from two observation wells, two springs, and two river sites; and water level and temperature information for the observation wells and streams. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82362","usgsCitation":"Deeter, G., and George, R., 1982, Hydrologic data from test wells and low-flow investigations in the middle reach of the Eagle River valley, Alaska; 1980-81: U.S. Geological Survey Open-File Report 82-362, iii, 16 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82362.","productDescription":"iii, 16 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":141694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0362/report-thumb.jpg"},{"id":36117,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0362/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66712e","contributors":{"authors":[{"text":"Deeter, Gary","contributorId":60216,"corporation":false,"usgs":true,"family":"Deeter","given":"Gary","email":"","affiliations":[],"preferred":false,"id":157901,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"George, R.S.","contributorId":12854,"corporation":false,"usgs":true,"family":"George","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":157900,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8519,"text":"ofr82369 - 1982 - Hydrologic monitoring in the area of the proposed Yazoo River navigation project, west-central Mississippi, 1978-80","interactions":[],"lastModifiedDate":"2023-01-30T19:31:23.74711","indexId":"ofr82369","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-369","title":"Hydrologic monitoring in the area of the proposed Yazoo River navigation project, west-central Mississippi, 1978-80","docAbstract":"<p>The ground—water level data presented in this report were collected in conjunction with a study of the Mississippi River Valley alluvial aquifer in part of the Yazoo River Basin. Funding for the collection of water—level data was provided by the Vicksburg District, Corps of Engineers, who also drilled the observation wells and surveyed elevations of the top of the casing of each well. The wells were drilled to obtain data on seasonal changes in ground—water levels, areas of recharge and/or discharge, and on direction of movement of water in the alluvial aquifer. This report is intended to document the data.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82369","collaboration":"Prepared in cooperation with U. S. 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,{"id":8404,"text":"ofr82680 - 1982 - Support by the U.S. Geological Survey for adjudications, compacts, and treaties","interactions":[],"lastModifiedDate":"2012-02-02T00:06:12","indexId":"ofr82680","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-680","title":"Support by the U.S. Geological Survey for adjudications, compacts, and treaties","docAbstract":"The U.S. Geological Survey supports interstate compacts, treaties, and court decrees by providing hydrologic data and analysis needed in their administration and by providing Federal representation on compact commissions. As part of this program, in fiscal year 1982 the Geological Survey operated 171 streamflow stations, 3 sediment stations, and 13 water-quality stations, and conducted ground-water studies at a cost of $1,014,000. Funding for Federal representation to i0 interstate compacts is presently budgeted at $56,000.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82680","usgsCitation":"Condes de la Torre, A., 1982, Support by the U.S. Geological Survey for adjudications, compacts, and treaties: U.S. Geological Survey Open-File Report 82-680, iv, 28 p. :maps ;28 cm., https://doi.org/10.3133/ofr82680.","productDescription":"iv, 28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":142166,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0680/report-thumb.jpg"},{"id":35968,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0680/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697cbd","contributors":{"authors":[{"text":"Condes de la Torre, Alberto","contributorId":73570,"corporation":false,"usgs":true,"family":"Condes de la Torre","given":"Alberto","email":"","affiliations":[],"preferred":false,"id":157662,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8363,"text":"ofr82361 - 1982 - Summary of ground-water and surface-water data for city of Pensacola and Escambia County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:05:57","indexId":"ofr82361","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-361","title":"Summary of ground-water and surface-water data for city of Pensacola and Escambia County, Florida","docAbstract":"Hydrologic, geologic, and water-quality data collected in Escambia County, Florida, October 1962 through September 1980 are presented. The data were collected by the U.S. Geological Survey as part of a cooperative investigation with the city of Pensacola and Escambia County to provide information on the quality and quantity of water available from the sand-and-gravel aquifer and selected surface-water sites in Escambia County. Ground-water data include records of 440 wells, chemical and physical analyses of water quality for 325 wells, 6 long-term hydrographs, and 19 lithologic logs. Surface-water data include streamflow measurements and analyses of water collected at 9 sites. Maps of the county show the locations of the data-collection sites. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82361","usgsCitation":"Coffin, J., 1982, Summary of ground-water and surface-water data for city of Pensacola and Escambia County, Florida: U.S. Geological Survey Open-File Report 82-361, 136 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82361.","productDescription":"136 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":140312,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0361/report-thumb.jpg"},{"id":35935,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0361/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db6980e9","contributors":{"authors":[{"text":"Coffin, J.E.","contributorId":75913,"corporation":false,"usgs":true,"family":"Coffin","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":157598,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8252,"text":"ofr8340 - 1982 - Activities in Idaho; status of projects, fiscal years 1982-83","interactions":[],"lastModifiedDate":"2012-02-02T00:06:12","indexId":"ofr8340","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"83-40","title":"Activities in Idaho; status of projects, fiscal years 1982-83","docAbstract":"Twenty-three projects were conducted by the Water Resources Division of the U.S. Geological Survey in Idaho during FY 's (fiscal year) 1982-83. These projects were done in cooperation with seven State and local and nine federal agencies. State and local cooperative funding amounted to $566,123 in FY 1982 and $570,000 (projected monies) in FY 1983; Federal funding amounted to $2,083,748 in FY 1982 and $1,656,494 (projected monies) in FY 1983. Eighty-three persons were employed as of September, FY 1982--40 full time and 43 other than full time. Sixty-five persons were employed as of October, FY 1983--35 full time and 30 other than full time. In addition, the Water Resources Division maintains a project office at the Idaho National Engineering Laboratory. Work there is done in cooperation with the U.S. Department of Energy, which provides most of the funding. Some Federal funds are provided for special projects. Projects other than continuing programs for collection of hydrologic data included flood-mapping studies, geothermal-resource investigations, groundwater-quality assessments, basin-and region-wide water-resource investigations , river quality-of-water monitoring studies, volcanic-ash-related studies, groundwater trends and stream gaging-program evaluations, river erosion and sediment-transport studies, water-budget and groundwater-use determinations, and a sole-source aquifer appraisal. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8340","usgsCitation":"Channel, L.K., 1982, Activities in Idaho; status of projects, fiscal years 1982-83: U.S. Geological Survey Open-File Report 83-40, 48 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr8340.","productDescription":"48 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":142082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0040/report-thumb.jpg"},{"id":35868,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db544759","contributors":{"authors":[{"text":"Channel, Linda K. (compiler)","contributorId":35734,"corporation":false,"usgs":true,"family":"Channel","given":"Linda","suffix":"(compiler)","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":157427,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7503,"text":"ofr82916 - 1982 - Selected hydrologic data, Price River basin, Utah, water years 1979 and 1980","interactions":[],"lastModifiedDate":"2017-09-01T14:57:41","indexId":"ofr82916","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-916","title":"Selected hydrologic data, Price River basin, Utah, water years 1979 and 1980","docAbstract":"<p>The Price River basin in east-central Utah includes a significant part of the Wasatch Plateau and Book Cliffs coal-fields area (pi. 1) and currently (1980) is part of the most active coal-mining areas in the State.</p><p>This report presents data gathered by the U.S. Geological Survey as part of a hydrologic study carried out during the water years 1979 and 1980 in cooperation with the U.S. Bureau of Land Management. The data were obtained in the field or from private, State, and other Federal agencies. The purpose of this report is to make the data available to those engaged in coal mining, to those assessing water resources that may possibly be affected by coal mining, and to supplement two interpretive reports that will be published at a later date. Other sources of hydrologic data in the Price River basin include Waddell and others, 1978 and Sumsion, 1979.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr82916","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Waddell, K., Dodge, J., Darby, D., and Theobald, S., 1982, Selected hydrologic data, Price River basin, Utah, water years 1979 and 1980: U.S. Geological Survey Open-File Report 82-916, Report: iv, 73 p.; Plate: 23.85 in. x 22.64 in., https://doi.org/10.3133/ofr82916.","productDescription":"Report: iv, 73 p.; Plate: 23.85 in. x 22.64 in.","numberOfPages":"77","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":34957,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0916/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":34958,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0916/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142129,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0916/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a05e4b07f02db5f8830","contributors":{"authors":[{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":155918,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dodge, J.E.","contributorId":21133,"corporation":false,"usgs":true,"family":"Dodge","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":155915,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Darby, D.W.","contributorId":49333,"corporation":false,"usgs":true,"family":"Darby","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":155916,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Theobald, S.M.","contributorId":51270,"corporation":false,"usgs":true,"family":"Theobald","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":155917,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":10641,"text":"ofr82158 - 1982 - Hydrologic data for urban studies in the San Antonio, Texas, metropolitan area, 1979-80","interactions":[],"lastModifiedDate":"2017-03-29T14:28:14","indexId":"ofr82158","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-158","title":"Hydrologic data for urban studies in the San Antonio, Texas, metropolitan area, 1979-80","docAbstract":"<p>Hydrologic investigations of urban drainage basins in Texas were begun by the U.S. Geological Survey in 1954. These studies are now in progress in Austin, Houston, and San Antonio. Studies were completed in the Fort Worth metropolitan area at the end of the 1977 water year, and in the Dallas metropolitan area at the end of the 1979 water year.</p>\n<p>The Geological Survey, in cooperation with the Texas Department of Water Resources, expanded the existing streamflow network in the San Antonio metropolitan area in May 1968 to begin urban hydrology studies in this area. In September 1968, the program was further expanded to include the collection of water-quality data.</p>\n<p>The operation and maintenance of stations 08178000, San Antonio River at San Antonio; 08178700, Salado Creek (upper station) at San Antonio; and 08178800, Sal ado Creek (lower station) at San Antonio are funded by the San Antonio River Authority in conjunction with the Texas Department of Water Resources and the U.S. Geological Survey.</p>\n<p>The operation and maintenance and collection of water-quality data at station 08178720, Lorence Creek at Thousand Oaks Blvd., San Antonio, station 08178640, West Elm Creek at San Antonio, and station 08178645, East Eln Creek at San Antonio, are funded by the Edwards Underground Water District in cooperation with the Texas Department of Water Resources and the U.S. Geological Survey. Station 08178640, West Elm Creek at San Antonio, and station 08178645, East Elm Creek at San Antonio will provide hydrologic data on similar and adjacent watersheds. The West Elm watershed is still predominately rural but is undergoing extensive urbanization in some areas. The East Elm watershed is relatively stable and undeveloped.</p>\n<p>The objectives of the San Antonio urban hydrology study are:</p>\n<ol>\n<li>To provide data showing the effects of various stages of urbanization on flood discharge and runoff.</li>\n<li>To provide water-quality data on surface-water runoff from floods of various magnitudes, during all seasons of the year from areas with different types of urban development.</li>\n</ol>\n<p>Annual publication of the San Antonio urban studies was initiated in 1969.</p>\n<p>A defination of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in the U.S. Geological Survey's 1979 and 1980 \"Water resources data for Texas\" reports.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr82158","collaboration":"Prepared in cooperation with the Texas Department of Water Resources","usgsCitation":"Perez, R., 1982, Hydrologic data for urban studies in the San Antonio, Texas, metropolitan area, 1979-80: U.S. Geological Survey Open-File Report 82-158, 125 p., https://doi.org/10.3133/ofr82158.","productDescription":"125 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":38475,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0158/report.pdf","text":"Report","size":"2.41 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":144072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0158/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"San Antonio","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.8165283203125,\n              29.123373210819224\n            ],\n            [\n              -98.19580078125,\n              29.123373210819224\n            ],\n            [\n              -98.19580078125,\n              29.699982298744377\n            ],\n            [\n              -98.8165283203125,\n              29.699982298744377\n            ],\n            [\n              -98.8165283203125,\n              29.123373210819224\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607eb9","contributors":{"authors":[{"text":"Perez, Roberto","contributorId":97114,"corporation":false,"usgs":true,"family":"Perez","given":"Roberto","email":"","affiliations":[],"preferred":false,"id":161727,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10630,"text":"ofr82504 - 1982 - Quality of runoff from small watersheds in the Twin Cities metropolitan area, Minnesota: Hydrologic data for 1980","interactions":[],"lastModifiedDate":"2018-03-19T10:48:45","indexId":"ofr82504","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-504","title":"Quality of runoff from small watersheds in the Twin Cities metropolitan area, Minnesota: Hydrologic data for 1980","docAbstract":"<p>An intensive study of nonpoint-source runoff was conducted in the Twin Cities metropolitan area in Minnesota during 1980. The purpose of the study was to determine the relationships between land use, watershed characteristics, and the quantity, quality, and timing of runoff.</p>\n<p>Discharge and water-quality data were collected at 19 sites located in 6 rural and 4 urban watersheds. Basin characteristics and land use were determined for each watershed. Recording instruments provided continuous discharge records at 17 sites and continuous rainfall records at 12 sites. Automatic samplers were used at 12 sites. Water-quality samples were collected at 15- to 60-minute intervals during periods of increased runoff. Samples were collected periodically during low flow. Primary emphasis was placed on analysis of samples for suspended solids, nutrients, and oxygen-demanding constituents. Secondary emphasis was placed on analysis for chloride, metals, bacteria, pesticides, and PCB's. Wetfall and dryfall precipitation-quality data were collected at six sites.</p>\n<p>Discharge and water-quality data were used to calculate storm and daily loads of chemical oxygen demand, total suspended solids, ammonia plus organic nitrogen, nitrite plus nitrate-nitrogen, total phosphorus, chloride, and lead.</p>\n<p>All data collected during the study are documented in tables that contain watershed characteristics and land use, daily and unit values for discharge and rainfall, rainfall characteristics, water-quality data for runoff and precipitation, results of laboratory settling tests, results of quality-assurance tests, dally loads, and storm loads.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr82504","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities","usgsCitation":"Payne, G.A., Ayers, M.A., and Brown, R.G., 1982, Quality of runoff from small watersheds in the Twin Cities metropolitan area, Minnesota: Hydrologic data for 1980: U.S. Geological Survey Open-File Report 82-504, iv, 289 p., https://doi.org/10.3133/ofr82504.","productDescription":"iv, 289 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":142533,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0504/report-thumb.jpg"},{"id":38464,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0504/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Twin Cities Metropolitan Area","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-93.5093,45.4163],[-93.1289,45.4153],[-93.0186,45.4131],[-93.0188,45.2984],[-92.7894,45.297],[-92.7439,45.2963],[-92.7516,45.2935],[-92.7551,45.2927],[-92.7583,45.2904],[-92.7597,45.2872],[-92.7604,45.2845],[-92.7591,45.2794],[-92.7559,45.2739],[-92.7527,45.2694],[-92.7515,45.2657],[-92.7526,45.2626],[-92.7535,45.2584],[-92.7561,45.2541],[-92.7575,45.2502],[-92.7569,45.2443],[-92.7557,45.2397],[-92.7553,45.2356],[-92.7538,45.2305],[-92.7536,45.2276],[-92.7521,45.2236],[-92.752,45.2196],[-92.7527,45.2168],[-92.7546,45.2136],[-92.7573,45.2107],[-92.7603,45.2065],[-92.7619,45.2041],[-92.7632,45.2009],[-92.7637,45.1972],[-92.764,45.1895],[-92.7629,45.1853],[-92.7557,45.178],[-92.7522,45.1759],[-92.7493,45.173],[-92.748,45.1698],[-92.7472,45.1634],[-92.7483,45.1597],[-92.7475,45.1551],[-92.7473,45.1515],[-92.7484,45.1483],[-92.749,45.1419],[-92.7484,45.1373],[-92.7441,45.1264],[-92.7415,45.1172],[-92.7422,45.1135],[-92.7446,45.11],[-92.7467,45.1076],[-92.7513,45.1045],[-92.7591,45.0999],[-92.7624,45.0972],[-92.7803,45.0849],[-92.7847,45.083],[-92.7885,45.0806],[-92.7917,45.0791],[-92.795,45.0772],[-92.7982,45.0746],[-92.8001,45.0723],[-92.8019,45.0647],[-92.8016,45.0597],[-92.8005,45.0567],[-92.7984,45.0531],[-92.7952,45.0499],[-92.7926,45.0481],[-92.7881,45.0453],[-92.7837,45.0421],[-92.7745,45.0373],[-92.7707,45.0344],[-92.7683,45.0325],[-92.7645,45.0265],[-92.7639,45.0237],[-92.7639,45.0196],[-92.7682,45.0005],[-92.7694,44.9909],[-92.7686,44.9796],[-92.7646,44.9711],[-92.7547,44.9571],[-92.7527,44.9527],[-92.7523,44.9481],[-92.753,44.9369],[-92.7534,44.9237],[-92.7547,44.9159],[-92.7569,44.9105],[-92.7606,44.9068],[-92.7645,44.9046],[-92.767,44.9039],[-92.7707,44.9023],[-92.7729,44.901],[-92.775,44.8982],[-92.7738,44.8933],[-92.7689,44.8848],[-92.7632,44.8759],[-92.7628,44.8716],[-92.763,44.8671],[-92.7644,44.8622],[-92.7682,44.8554],[-92.7683,44.853],[-92.7671,44.8494],[-92.7652,44.8462],[-92.7646,44.8423],[-92.7644,44.8382],[-92.766,44.8308],[-92.7679,44.8265],[-92.7719,44.8211],[-92.7751,44.8161],[-92.7784,44.8125],[-92.7801,44.8095],[-92.781,44.8056],[-92.7823,44.8029],[-92.783,44.7966],[-92.7858,44.7893],[-92.7909,44.7842],[-92.7993,44.7765],[-92.802,44.7729],[-92.8046,44.7683],[-92.8059,44.7624],[-92.8073,44.7524],[-92.8061,44.7483],[-92.8054,44.7473],[-92.8022,44.7446],[-92.7901,44.7381],[-92.7805,44.7344],[-92.7722,44.7317],[-92.7658,44.7289],[-92.7569,44.7234],[-92.7536,44.7226],[-92.7471,44.7204],[-92.7415,44.7192],[-92.7339,44.7157],[-92.737,44.658],[-92.7386,44.6329],[-92.7957,44.6305],[-92.7915,44.5452],[-92.9165,44.5449],[-92.9179,44.5221],[-92.9218,44.518],[-92.9282,44.5158],[-92.9321,44.513],[-92.941,44.5149],[-92.9449,44.5131],[-92.9494,44.5104],[-92.9584,44.514],[-92.9634,44.5177],[-92.975,44.5159],[-92.9827,44.5173],[-92.991,44.5215],[-93.0057,44.5197],[-93.0121,44.5175],[-93.0166,44.5166],[-93.0275,44.5198],[-93.0301,44.5148],[-93.0346,44.5148],[-93.039,44.5171],[-93.0406,44.4729],[-93.2826,44.473],[-93.2798,44.546],[-93.5259,44.5466],[-93.9091,44.5446],[-93.9117,44.5492],[-93.9078,44.5528],[-93.9027,44.5524],[-93.9008,44.5492],[-93.8956,44.5483],[-93.8937,44.5515],[-93.8963,44.5561],[-93.9008,44.5606],[-93.8996,44.5647],[-93.8957,44.5675],[-93.8958,44.5711],[-93.8996,44.5743],[-93.8958,44.5775],[-93.8939,44.5807],[-93.8959,44.5871],[-93.8991,44.5903],[-93.8908,44.5962],[-93.8857,44.5967],[-93.8838,44.6012],[-93.878,44.6013],[-93.878,44.6077],[-93.8716,44.6063],[-93.8658,44.6063],[-93.8569,44.6168],[-93.8563,44.6218],[-93.8505,44.6219],[-93.8447,44.6201],[-93.8422,44.6233],[-93.8358,44.6242],[-93.8319,44.6251],[-93.8217,44.6297],[-93.8031,44.6366],[-93.7999,44.6361],[-93.7967,44.6343],[-93.7935,44.6311],[-93.7883,44.632],[-93.78,44.6362],[-93.7768,44.6385],[-93.7729,44.6366],[-93.7723,44.6325],[-93.7691,44.6312],[-93.7665,44.6362],[-93.7685,44.6417],[-93.7686,44.675],[-93.8887,44.6756],[-93.8902,44.7185],[-94.0104,44.719],[-94.0085,44.8947],[-94.0136,44.8951],[-94.0117,44.9796],[-93.7692,44.9789],[-93.7702,45.0734],[-93.7663,45.077],[-93.7631,45.0839],[-93.7534,45.0853],[-93.7399,45.0894],[-93.7341,45.0922],[-93.7322,45.0963],[-93.7257,45.1022],[-93.7225,45.11],[-93.72,45.1205],[-93.7155,45.1269],[-93.7019,45.1374],[-93.6852,45.1489],[-93.6793,45.1525],[-93.6716,45.1562],[-93.6574,45.1585],[-93.6554,45.1599],[-93.6529,45.1631],[-93.6503,45.169],[-93.6516,45.1841],[-93.6549,45.1905],[-93.6555,45.1969],[-93.6562,45.201],[-93.6471,45.2079],[-93.6387,45.2074],[-93.6361,45.206],[-93.6329,45.2056],[-93.6258,45.2092],[-93.6167,45.2115],[-93.6096,45.2111],[-93.6031,45.2111],[-93.5967,45.2134],[-93.5857,45.2189],[-93.5792,45.2189],[-93.5734,45.2202],[-93.5676,45.2225],[-93.5617,45.2289],[-93.554,45.2298],[-93.5462,45.2289],[-93.5371,45.2294],[-93.5332,45.2317],[-93.5197,45.2417],[-93.5158,45.2458],[-93.5138,45.2454],[-93.5093,45.4163]]]},\"properties\"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G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161712,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ayers, M. A.","contributorId":41417,"corporation":false,"usgs":true,"family":"Ayers","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161711,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, R. G.","contributorId":106118,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":161713,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10755,"text":"ofr81540 - 1982 - Assessment of hydrologic conditions in potential coal-lease tracts in the Warrior coal field, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:06:23","indexId":"ofr81540","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-540","title":"Assessment of hydrologic conditions in potential coal-lease tracts in the Warrior coal field, Alabama","docAbstract":"Assessing the hydrology of potential Federal coal-lease tracts, because of their dissemination and limited data, requires some predictive capability. Four tracts assessed were located in the outcrop of three coal groups and of other relatively impermeable rocks in the Pottsville Formation. Physical settings of the tracts and most other areas in the Warrior coal field are similar. This results in similar ground-water and surface-water characteristics, in similar impacts resulting from surface coal mining, and in maximizing the transfer-ability of data. Assessments of the tracts reflected the small storage of water in underlying rocks and corresponding low yields to wells and to the base flow of streams. Ground water and surface water in undisturbed areas are generally of good quality. Some subbasins in the tracts have already been impacted by mining. Estimates of streamflow characteristics and the availability and quality of ground water in the tracts were made using available methodology , or assessments based on local and regional data. Estimates of the degree mineralization of surface-water were made using methodology developed from other coal hydrology work. Climatic, physiographic, hydrologic, and land-use data were analyzed by regressions to derive relations for assessing water quality in streams draining mined and unmined areas. In this approach, an equation was derived to estimate specific conductance. Additional equations, based on relations between specific conductance and other constituents, allow estimates of mine drainage indicators such as hardness, dissolved solids, and sulfate. Hydrologic assessments of the tracts, based on limited verification data, proved to be reasonably accurate. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81540","usgsCitation":"Puente, C., Newton, J., and Bingham, R.H., 1982, Assessment of hydrologic conditions in potential coal-lease tracts in the Warrior coal field, Alabama: U.S. Geological Survey Open-File Report 81-540, v, 47 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr81540.","productDescription":"v, 47 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":143600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0540/report-thumb.jpg"},{"id":38560,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0540/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38561,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0540/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671f72","contributors":{"authors":[{"text":"Puente, Celso","contributorId":36140,"corporation":false,"usgs":true,"family":"Puente","given":"Celso","email":"","affiliations":[],"preferred":false,"id":161907,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Newton, John F.","contributorId":13985,"corporation":false,"usgs":true,"family":"Newton","given":"John F.","affiliations":[],"preferred":false,"id":161906,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bingham, Roy H.","contributorId":56632,"corporation":false,"usgs":true,"family":"Bingham","given":"Roy","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":161908,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10756,"text":"ofr82105 - 1982 - Hydrology of potential mining areas in the Warrior coal field, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:06:23","indexId":"ofr82105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-105","title":"Hydrology of potential mining areas in the Warrior coal field, Alabama","docAbstract":"Hydrologic data for four small basins and for numerous other sites in the Warrior coal field are used to define the potential impact of surface mining on water resources. Bear and Blue Creek basins are underlain predominantly by relatively impermeable consolidated rocks in the Pottsville Formation. Turkey and Yellow Creek basins are underlain predominantly by permeable unconsolidated rocks in the Coker Formation. \r\n\r\nWell yields from the Pottsville Formation generally range from 0 to 5 gallons per minute and those from the Coker Formation generally range from 5 to 100 gallons per minute. With the exception of locally objectional concentrations of dissolved iron and manganese, ground water in the basins is suitable for most uses. \r\n\r\nStreamflow distribution reflects seasonal precipitation. Storm runoff is characterized by concentrated peakflows of short duration that rapidly recede to low flow. Streams draining basins underlain mainly by the Pottsville Formation frequently go dry, whereas those draining basins underlain chiefly by the Coker Formation have well-sustained low flows.\r\n\r\nSurface water is generally acidic and low in dissolved solids. Water in streams draining basins underlain chiefly by the Pottsville Formation is slightly more mineralized and less acidic than water in streams draining areas underlain chiefly by the Coker Formation. Climatic, physiographic, hydrologic, and land-use data are analyzed by regressions to derive relations for estimating water quality in streams draining mined and unmined areas. \r\n\r\nThe impacts of mining on the hydrologic systems are identified as increased erosion and sedimentation, baseflow augmentation, decline in groundwater levels, and degradation of water quality. \r\n\r\nA digital model was calibrated to simulate streamflow for Bear, Blue, and Yellow Creeks under unmined conditions. The model, when calibrated and verified under mined and unmined conditions, can be coupled with developed water-quality relationships. This will permit a general examination of .surface-water characteristics (quantity and quality), and estimation of hydrologic impacts that will result from surface mining.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82105","usgsCitation":"Puente, C., and Newton, J., 1982, Hydrology of potential mining areas in the Warrior coal field, Alabama: U.S. Geological Survey Open-File Report 82-105, 117 p., 10 over-size sheets, ill., maps ;28 cm., https://doi.org/10.3133/ofr82105.","productDescription":"117 p., 10 over-size sheets, ill., maps ;28 cm.","costCenters":[],"links":[{"id":112942,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_02.pdf","size":"2786","linkFileType":{"id":1,"text":"pdf"}},{"id":112943,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_03.pdf","size":"3319","linkFileType":{"id":1,"text":"pdf"}},{"id":112944,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_07.pdf","size":"507","linkFileType":{"id":1,"text":"pdf"}},{"id":112945,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_16.pdf","size":"645","linkFileType":{"id":1,"text":"pdf"}},{"id":112946,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_17.pdf","size":"485","linkFileType":{"id":1,"text":"pdf"}},{"id":112947,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_18.pdf","size":"263","linkFileType":{"id":1,"text":"pdf"}},{"id":112948,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_20.pdf","size":"2434","linkFileType":{"id":1,"text":"pdf"}},{"id":112949,"rank":417,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_21.pdf","size":"3675","linkFileType":{"id":1,"text":"pdf"}},{"id":112950,"rank":418,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0105/plate-figure_22.pdf","size":"2647","linkFileType":{"id":1,"text":"pdf"}},{"id":143601,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0105/report-thumb.jpg"},{"id":38562,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdaff","contributors":{"authors":[{"text":"Puente, Celso","contributorId":36140,"corporation":false,"usgs":true,"family":"Puente","given":"Celso","email":"","affiliations":[],"preferred":false,"id":161909,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Newton, J.G.","contributorId":71552,"corporation":false,"usgs":true,"family":"Newton","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":161910,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10785,"text":"ofr8289 - 1982 - Specification for procurement of water-level sensing instrumentation, specification number HIF-I-1","interactions":[],"lastModifiedDate":"2012-02-02T00:06:34","indexId":"ofr8289","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-89","title":"Specification for procurement of water-level sensing instrumentation, specification number HIF-I-1","docAbstract":"This specification is to communicate to instrument manufacturers the U.S. Geological Survey 's requirements. It covers systems for sensing the elevation of the water surface on open channels, rivers, lakes, reservoirs, storm-sewer pipes, and observation wells at Survey data-collection sites. The signal output (mechanical or electrical) must meet the signal input requirements of analog to digital and digital input recorders in use by the Survey. A classification of stage-sensing systems by common characteristics is used to aid Survey people making system selections. These characteristics are (1) system type (contact or noncontact), (2) sensor type and sensing distance, (3) accuracy, (4) range, (5) power requirements, (6) system size and weight, and (7) data output signal. Acceptable system requirements cover system configurations, signal outputs, materials, operation manuals, detailed environmental conditions, calibration procedures, system accuracy, power requirements, installation limitations, maintainability, safety, and workmanship. An outline of the qualification test procedures and failure criteria are also given. The Hydrologic Instrumentation Facility at NSTL Station, Mississippi will test available systems to determine if they meet the specification in this report for inclusion in the Survey 's 'Qualified Products List'. This list will be used for future procurement of water-level sensing systems by the Survey. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8289","usgsCitation":"Rapp, D., 1982, Specification for procurement of water-level sensing instrumentation, specification number HIF-I-1: U.S. Geological Survey Open-File Report 82-89, iii, 27 p. ;28 cm., https://doi.org/10.3133/ofr8289.","productDescription":"iii, 27 p. ;28 cm.","costCenters":[],"links":[{"id":144845,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0089/report-thumb.jpg"},{"id":38583,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0089/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d61","contributors":{"authors":[{"text":"Rapp, D.H.","contributorId":99150,"corporation":false,"usgs":true,"family":"Rapp","given":"D.H.","email":"","affiliations":[],"preferred":false,"id":161957,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10613,"text":"ofr811011 - 1982 - Ground-water quality in east-central Idaho valleys","interactions":[],"lastModifiedDate":"2012-02-02T00:06:21","indexId":"ofr811011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-1011","title":"Ground-water quality in east-central Idaho valleys","docAbstract":"From May through November 1978, water quality, geologic, and hydrologic data were collected for 108 wells in the Lemhi, Pahsimeroi, Salman River (Stanley to Salmon), Big Lost River, and Little Lost River valleys in east-central Idaho. Data were assembled to define, on a reconnaissance level, water-quality conditions in major aquifers and to develop an understanding of factors that affected conditions in 1978 and could affect future ground-water quality. Water-quality characteristics determined include specific conductance, pH, water temperature, major dissolved cations, major dissolved anions, and coliform bacteria. Concentrations of hardness, nitrite plus nitrate, coliform bacteria, dissolved solids, sulfate, chloride, fluoride , iron, calcium, magnesium, sodium, potassium or bicarbonate exceed public drinking water regulation limits or were anomalously high in some water samples. Highly mineralized ground water probably is due to the natural composition of the aquifers and not to surface contamination. Concentrations of coliform bacteria that exceed public drinking water limits and anomalously high dissolved nitrite-plus-nitrite concentrations are from 15- to 20-year old irrigation wells in heavily irrigated or more densely populated areas of the valleys. Ground-water quality and quantity in most of the study area are sufficient to meet current (1978) population and economic demands. Ground water in all valleys is characterized by significant concentrations of calcium, magnesium, and bicarbonate plus carbonate ions. Variations in the general trend of ground-water composition (especially in the Lemhi Valley) probably are most directly related to variability in aquifer lithology and proximity of sampling site to source of recharge. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr811011","usgsCitation":"Parliman, D., 1982, Ground-water quality in east-central Idaho valleys: U.S. Geological Survey Open-File Report 81-1011, 62 p., 3 over-size sheets, ill., maps ;35 cm., https://doi.org/10.3133/ofr811011.","productDescription":"62 p., 3 over-size sheets, ill., maps ;35 cm.","costCenters":[],"links":[{"id":142548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1011/report-thumb.jpg"},{"id":38446,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1011/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38447,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1011/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38448,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1011/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38449,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667390","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":161682,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10587,"text":"ofr82649 - 1982 - January 1982 water levels, and data related to water-level changes, western and south-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:06:25","indexId":"ofr82649","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-649","title":"January 1982 water levels, and data related to water-level changes, western and south-central Kansas","docAbstract":"Water-level measurements were made, mostly in January 1982, in about 1,530 wells in western and south-central Kansas. The measurements were made in mid-winter when pumping was minimal and water levels had recovered, for the most part, from the effects of pumping during the previous irrigation season. Annual hydrologic data are provided for relating water-level changes from a ' base-reference year ' (predevelopment year), a year of abnormally high rainfall and minimum pumpage (1966 or 1974), and each of seven consecutive years of measurement (1976-82), the ' base-reference year ' is designated as 1940 for the southwestern area, 1944 for the south-central area, and 1950 for the northwestern and west-central areas. Water levels for the ' base-reference year ' are established by measurements made during that year and by interpretation of maps showing water-level altitudes. Data also are provided for relating the average annual water-level changes, saturated thicknesses of the deposits, and percentage changes in saturated thicknesses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82649","usgsCitation":"Pabst, M., 1982, January 1982 water levels, and data related to water-level changes, western and south-central Kansas: U.S. Geological Survey Open-File Report 82-649, 167 p. :map ;28 cm., https://doi.org/10.3133/ofr82649.","productDescription":"167 p. :map ;28 cm.","costCenters":[],"links":[{"id":143111,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0649/report-thumb.jpg"},{"id":38413,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0649/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666fde","contributors":{"authors":[{"text":"Pabst, M.E.","contributorId":17608,"corporation":false,"usgs":true,"family":"Pabst","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":161637,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10860,"text":"ofr82980 - 1982 - Integrated model of the shallow and deep hydrothermal systems in the East Mesa area, Imperial Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:34","indexId":"ofr82980","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-980","title":"Integrated model of the shallow and deep hydrothermal systems in the East Mesa area, Imperial Valley, California","docAbstract":"Geological, geophysical, thermal, petrophysical and hydrological data available for the East Mesa hydrothermal system that are pertinent to the construction of a computer model of the natural flow of heat and fluid mass within the system are assembled and correlated. A conceptual model of the full system is developed and a subregion selected for quantitative modeling. By invoking the .Boussinesq approximation, valid for describing the natural flow of heat and mass in a liquid hydrothermal system, it is found practical to carry computer simulations far enough in time to ensure that steady-state conditions are obtained. Initial calculations for an axisymmetric model approximating the system demonstrate that the vertical formation permeability of the deep East Mesa system must be very low (kv ~ 0.25 to 0.5 md). Since subsurface temperature and surface heat flow data exhibit major deviations from the axisymmetric approximation, exploratory three-dimensional calculations are performed to assess the effects of various mechanisms which might operate to produce such observed asymmetries. A three-dimensional model evolves from this iterative data synthesis and computer analysis which includes a hot fluid convective source distributed along a leaky fault radiating northward from the center of the hot spot and realistic variations in the reservoir formation properties.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82980","usgsCitation":"Riney, T.D., Pritchett, J., and Rice, L., 1982, Integrated model of the shallow and deep hydrothermal systems in the East Mesa area, Imperial Valley, California: U.S. Geological Survey Open-File Report 82-980, 118 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82980.","productDescription":"118 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":144916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0980/report-thumb.jpg"},{"id":38644,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0980/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e499ee4b07f02db5bcb4b","contributors":{"authors":[{"text":"Riney, T. David","contributorId":92674,"corporation":false,"usgs":true,"family":"Riney","given":"T.","email":"","middleInitial":"David","affiliations":[],"preferred":false,"id":162090,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pritchett, J.W.","contributorId":29433,"corporation":false,"usgs":true,"family":"Pritchett","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":162088,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rice, L.F.","contributorId":59799,"corporation":false,"usgs":true,"family":"Rice","given":"L.F.","email":"","affiliations":[],"preferred":false,"id":162089,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":7490,"text":"ofr82346 - 1982 - Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah","interactions":[],"lastModifiedDate":"2017-09-02T09:55:54","indexId":"ofr82346","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-346","title":"Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah","docAbstract":"<p>Six exploratory wells were drilled into the cap rock underlying Salt Valley, Utah, for geologic, geophysical, and hydrologic data to augment information obtained from three previous test wells. Drilling of three other test holes was abandoned due to caving and loss of drilling tools, Before reaching the zone of saturation; the upper 100 meters of cap rock is unsaturated. Within the saturated part of the cap rock, hydraulic heads generally decrease with depth and to the northwest in this part of the valley.</p><p>Hydraulic conductivity of the cap rock, as determined from pumping tests, ranged from 9.3 X 10<sup>-5</sup> to 2.06 X 10<span id=\"_mce_caret\" data-mce-bogus=\"true\"><sup>-1</sup></span> meters per day; as a result, groundwater flow rates in the cap rock are low. Water ranges from a calcium bicarbonate sulfate type on the western edge of the valley to a calcium magnesium sodium bicarbonate, sulfate, chloride type near the center of the valley. Carbon-14 specific activity for cap-rock water yielded an uncorrected age of about 17,000 to 26,000 years before present near the western edge of the valley and about 41,000 years before present near the center of the valley.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr82346","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Wollitz, L.E., Thordarson, W., Whitfield, M.S., and Weir, J.E., 1982, Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah: U.S. Geological Survey Open-File Report 82-346, vii, 71 p., https://doi.org/10.3133/ofr82346.","productDescription":"vii, 71 p.","numberOfPages":"78","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":140454,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0346/report-thumb.jpg"},{"id":34934,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0346/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","county":"Grand County","otherGeospatial":"Salt Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e092","contributors":{"authors":[{"text":"Wollitz, Leonard E.","contributorId":22340,"corporation":false,"usgs":true,"family":"Wollitz","given":"Leonard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":155857,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":155858,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Whitfield, Merrick S. Jr.","contributorId":67911,"corporation":false,"usgs":true,"family":"Whitfield","given":"Merrick","suffix":"Jr.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":155859,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Weir, James E. Jr.","contributorId":47419,"corporation":false,"usgs":true,"family":"Weir","given":"James","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":155860,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":10940,"text":"ofr82108 - 1982 - Hydrology of the Floridan Aquifer in Northwest Volusia County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:06:28","indexId":"ofr82108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-108","title":"Hydrology of the Floridan Aquifer in Northwest Volusia County, Florida","docAbstract":"Northwest Volusia County, in east-central Florida, is a 262-square-mile area including the southern part of the Crescent City Ridge and the northern tip of the DeLand Ridge. The hydrogeologic units in the area include the Floridan aquifer, which is made up of parts of the Lake City Limestone, the Avon Park Limestone, and the Ocala Limestone, all of Eocene age; the confining bed, which is composed of clays of Miocene or Pliocene age; and the surficial aquifer, which is made up of Pleistocene and Holocene sands. \r\n\r\nOrnamental fern growing is a $12 million per year industry in northwest Volusia County. Fern culture requires a large amount of good-quality water for irrigation, and more significantly, a large water withdrawal rate for freeze protection during winter months. The source of most water used is the Floridan aquifer. The large irrigation withdrawals, especially in winter months when spray irrigation is used for freeze protection of ferns, introduce problems such as the potential for saltwater intrusion, the temporary loss of water in domestic wells caused by large potentiometric drawdown, and increased sinkhole activity. \r\n\r\nThe water budget of the surficial layer consists of 55 inches per year rainfall, 39 inches per year evapotranspiration, 13 inches per year runoff, and a net downward leakage of 3 inches per year. \r\n\r\nAverage ground-water irrigational withdrawal is 8.1 million gallons per day, while the peak withdrawal rate is 300 million gallons per day during freeze-protection pumpage. The average irrigation well depth exceeds 300 feet. \r\n\r\nTransmissivities of the Floridan aquifer range from 4,500 to 160,000 feet squared per day. Highest transmissivities are in the DeLeon Springs area and the lowest are in the east Pierson area. Storage coefficients range from 0.0003 to 0.0013.\r\n\r\nThe water budget of the Floridan aquifer under present conditions of withdrawal consists of 108 cubic feet per second recharge, 2 cubic feet per second horizontal ground-water inflow, 34 cubic feet per second direct discharge, 40 cubic feet per second upward leakage, 22 cubic feet per second horizontal outflow, and 14 cubic feet per second pumpage. \r\n\r\nThe Floridan aquifer contains good-quality water in most of the study area, but also contains brackish water underneath the stressed zones and in the upper zones along the western and southern limits of the area. The altitude of the fresh- saltwater interface varies in the area from 1,500 to 300 feet below sea level. \r\n\r\nAreal drawdowns in the fern-growing areas of Pierson are 5 feet during growth irrigation periods and 20 to 30 feet during freeze-protection withdrawals. The drawdown in the Pierson area at the end of one intense period of pumpage exceeded 30 feet over a 4.4-square-mile area. A significant amount of the withdrawn water was replaced by leakage during the pumping period. Drawdowns in some pumping wells in northeast Pierson exceed 90 feet during freeze-protection withdrawals. \r\n\r\nNo long-term residual drawdown has occurred. The predominant effect of pumpage on the water budget of the Floridan aquifer has been an increase in recharge. Sinkhole activity has been increased by the temporary increase in load on the aquifer's skeletal structure during intense lowering of the potentiometric surface. There is no evidence of saltwater intrusion, but a monitoring network for future early detection is suggested.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82108","usgsCitation":"Rutledge, A.T., 1982, Hydrology of the Floridan Aquifer in Northwest Volusia County, Florida: U.S. Geological Survey Open-File Report 82-108, 116 p, https://doi.org/10.3133/ofr82108.","productDescription":"116 p","costCenters":[],"links":[{"id":144339,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0108/report-thumb.jpg"},{"id":38703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e499f","contributors":{"authors":[{"text":"Rutledge, A. T.","contributorId":38532,"corporation":false,"usgs":true,"family":"Rutledge","given":"A.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":162243,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}