{"pageNumber":"553","pageRowStart":"13800","pageSize":"25","recordCount":16498,"records":[{"id":48529,"text":"ofr80964 - 1981 - Water resources of Prince William Forest Park, Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:10:04","indexId":"ofr80964","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-964","title":"Water resources of Prince William Forest Park, Virginia","docAbstract":"Prince William Forest Park is in the southern part of Prince William County, Va. Its natural beauty and nearness to Washington, D.C. have made it one of the most popular recreation areas in northern Virginia. To help the National Park Service plan the development of new facilities and effectively manage its total resources, the U.S. Geological Survey made a hydrologic study of the park from October 1972 to November 1975. The overall objective of the Survey 's study was to evalute the quantity and quality of the park 's water resources. Available information was compiled and analyzed, and new data on streamflow, ground-water levels, and the chemical quality of water were collected. Test wells were drilled and aquifer tests made at the sites of wells to evaluate the occurrence and availability of ground water. (USGS)","language":"ENGLISH","doi":"10.3133/ofr80964","usgsCitation":"Brown, G.A., 1981, Water resources of Prince William Forest Park, Virginia: U.S. Geological Survey Open-File Report 80-964, 2 maps on 2 sheets ; 51 x 52 cm. on sheets 101 x 108 cm., https://doi.org/10.3133/ofr80964.","productDescription":"2 maps on 2 sheets ; 51 x 52 cm. on sheets 101 x 108 cm.","costCenters":[],"links":[{"id":161959,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":85345,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0964/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85346,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0964/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d2e4b07f02db54806d","contributors":{"authors":[{"text":"Brown, G. Allan","contributorId":29788,"corporation":false,"usgs":true,"family":"Brown","given":"G.","email":"","middleInitial":"Allan","affiliations":[],"preferred":false,"id":237684,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47233,"text":"ofr811117 - 1981 - Generalized altitude and configuration of the base of the High Plains regional aquifer, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:10:54","indexId":"ofr811117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-1117","title":"Generalized altitude and configuration of the base of the High Plains regional aquifer, northwestern Oklahoma","docAbstract":"During 1978, the U.S. Geological Survey began a 5-year study of the High Plains regional aquifer system to provide hydrologic information for evaluation of the effects of long-term development of the aquifer and to develop computer models for prediction of aquifer response to alternative changes in ground-water management (Weeks, 1978). This report is one of a series presenting hydrologic information of the High Plains aquifer in Oklahoma.\r\nThis report consists of two maps showing the altitude and configuration of the eroded pre-Ogallala bedrock surface (sheets 1 and 2) that forms the base of the aquifer. Bedrock slopes generally from west to east and is composed of rocks of Permian, Triassic-Jurassic, and Cretaceous age. The subcrop extent of these rocks is shown by Morton (1973) for Oklahoma and by Weeks and Gutentag (1981) for the entire High Plains study area. Altitudes of the aquifer base were determined from drillers' logs provided by the Oklahoma Water Resources Board and from published and unpublished information in the files of the U.S. Geological Survey. Where data were sparse, the total well depth was used as the aquifer base under the assumption that wells generally are not drilled very deep into non-water yielding bedrock.","language":"ENGLISH","doi":"10.3133/ofr811117","usgsCitation":"Havens, J., 1981, Generalized altitude and configuration of the base of the High Plains regional aquifer, northwestern Oklahoma (WRI/OFR): U.S. Geological Survey Open-File Report 81-1117, 2 maps ;73 x 31 cm. and 23 x 108 cm. folded in envelope 31 x 23 cm., https://doi.org/10.3133/ofr811117.","productDescription":"2 maps ;73 x 31 cm. and 23 x 108 cm. folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":168271,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":20275,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1117/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20276,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1117/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b066f","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":234871,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":46588,"text":"ofr801288 - 1981 - Generalized thickness of the Floridan aquifer, Southwest Florida Water Management District","interactions":[],"lastModifiedDate":"2022-04-21T20:33:51.041678","indexId":"ofr801288","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-1288","title":"Generalized thickness of the Floridan aquifer, Southwest Florida Water Management District","docAbstract":"

This map report presents the thickness of the Floridan aquifer in the Southwest Florida Water Management District. The Floridan aquifer ranges in thickness from 600 feet in the northern part of the District to 2,400 feet in the southern part. It is composed chiefly of limestone and dolomite beds that range in age from early Miocene to middle Eocene. For this investigation, the formations considered to be part of the Floridan aquifer are: Lake City and Avon Park Limestones of middle Eocene age; Ocala Limestone of late Eocene age; Suwannee Limestone of Oligocene age; and permeable parts of the Tampa Limestone and Hawthorn Formation of Miocene age that are in hydrologic contact with the rest of the aquifer. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801288","collaboration":"Prepared in cooperation with Southwest Florida Water Management District","usgsCitation":"Wolansky, R., and Garbade, J., 1981, Generalized thickness of the Floridan aquifer, Southwest Florida Water Management District: U.S. Geological Survey Open-File Report 80-1288, 1 Plate: 27.93 x 36.71 inches, https://doi.org/10.3133/ofr801288.","productDescription":"1 Plate: 27.93 x 36.71 inches","costCenters":[],"links":[{"id":399451,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1288/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173737,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1288/report.thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Southwest Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -83.07861328125,\n 26.931865156388916\n ],\n [\n -81.243896484375,\n 26.931865156388916\n ],\n [\n -81.243896484375,\n 29.458731185355344\n ],\n [\n -83.07861328125,\n 29.458731185355344\n ],\n [\n -83.07861328125,\n 26.931865156388916\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aec3b","contributors":{"authors":[{"text":"Wolansky, R. M.","contributorId":89163,"corporation":false,"usgs":true,"family":"Wolansky","given":"R. M.","affiliations":[],"preferred":false,"id":233622,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Garbade, J.M.","contributorId":13683,"corporation":false,"usgs":true,"family":"Garbade","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":233621,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":46212,"text":"ofr81530 - 1981 - Maps Showing Ground-Water Conditions in the San Simon Wash Area, Papago Indian Reservation, Arizona - 1979","interactions":[],"lastModifiedDate":"2012-02-10T00:10:10","indexId":"ofr81530","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-530","title":"Maps Showing Ground-Water Conditions in the San Simon Wash Area, Papago Indian Reservation, Arizona - 1979","docAbstract":"INTRODUCTION\r\n\r\nThe San Simon Wash area includes about 2,300 mi2 in the Papago Indian Reservation in south-central Arizona and is characterized by low mountains separated by broad alluvial basins. Most of the basins and mountains trend north and slightly northwest. The basins are underlain by a thick sequence of basin-fill deposits. The mountains are composed of crystalline and consolidated sedimentary rocks, and thin alluvial deposits are present in the narrow mountain valleys and on pediments.\r\n\r\nThe climate is semiarid, and the precipitation pattern is characterized by two distinct types of storms--local summer thunderstorms and regional winter storms. In most of the area the average annual precipitation ranges from 5 to 10 in.; in the Baboquivari Mountains, however, the average annual precipitation is 20 in. (Sellers and Hill, 1974, p. 7). Owing to the small amount of precipitation and the abundant sunshine, the evaporation rate is about 8 to 10 times the average rainfall (Heindl and others, 1962). Storm runoff occurs mainly as sheetflow and floods of short duration. Although some runoff is diverted to catchment tanks for use by livestock, runoff is not known to be diverted for irrigation or public-supply uses.\r\n\r\nGround-water development has been slight compared with that in many areas in Arizona. In 1979 about 2,700 acre-ft of ground water was withdrawn, of which 2,200 acre-ft was used for irrigation at Papago Farms, and 500 acre-ft was used for public and livestock supplies.\r\n\r\nThe hydrologic data on which these maps are based are available, for the most part, in computer-printout form and may be consulted at the Arizona Department of Water Resources, 99 East Virginia, Phoenix, and at U.S. Geological Survey offices in: Federal Building, 301 West Congress Street, Tucson, and Valley Center, Suite 1880, Phoenix. Material from which copies can be made at private expense is available at the Tucson and Phoenix offices of the U.S. Geological Survey.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr81530","collaboration":"Prepared in cooperation with the U.S. Bureau of Indian Affairs and the Arizona Department of Water Resources","usgsCitation":"Hollet, K.J., 1981, Maps Showing Ground-Water Conditions in the San Simon Wash Area, Papago Indian Reservation, Arizona - 1979: U.S. Geological Survey Open-File Report 81-530, 2 Maps, https://doi.org/10.3133/ofr81530.","productDescription":"2 Maps","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":172007,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83178,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0530/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83179,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0530/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.75,31.5 ], [ -112.75,32.583333333333336 ], [ -111.5,32.583333333333336 ], [ -111.5,31.5 ], [ -112.75,31.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a2a3","contributors":{"authors":[{"text":"Hollet, Kenneth J.","contributorId":104971,"corporation":false,"usgs":true,"family":"Hollet","given":"Kenneth","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":232845,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":46211,"text":"ofr81914 - 1981 - Maps Showing Ground-Water Conditions in the San Francisco Peaks Area, Coconino County, Arizona - 1979","interactions":[],"lastModifiedDate":"2012-02-10T00:10:10","indexId":"ofr81914","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-914","title":"Maps Showing Ground-Water Conditions in the San Francisco Peaks Area, Coconino County, Arizona - 1979","docAbstract":"INTRODUCTION\r\n\r\nThe San Francisco Peaks area includes about 2,300 mi2, of which about 500 mi2 is in the Navajo Indian Reservation, in north-central Arizona. Ground-water development has been slight except for the public-supply wells for Flagstaff and domestic wells in Fort Valley, Pitman Valley, and the area west of Elden Mountain. The public water supply for Flagstaff is primarily from Upper Lake Mary but is supplemented by ground water from wells near Woody Mountain and Lower Lake Mary and from wells and springs in the Inner Basin. In 1978 about 2,000 acre-ft of ground water was withdrawn for public, industrial, domestic, and stock supplies in the San Francisco Peaks area.\r\n\r\nThe hydrologic data on which these maps are based are available, for the most part, in computer-printout form and may be consulted at the Arizona Department of Water Resources, 99 East Virginia, Phoenix, and at U.S. Geological Survey offices in: Federal Building, 301 West Congress Street, Tucson; Valley Center, Suite 1880, Phoenix; and 2255 North Gemini Drive, Building 3, Flagstaff. Material from which copies can be made at private expense is available at the Tucson, Phoenix, and Flagstaff offices of the U.S. Geological Survey. Only the springs for which discharge data are available are shown on the maps, and only selected wells are shown in areas of high well density.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr81914","usgsCitation":"Appel, C.L., and Bills, D., 1981, Maps Showing Ground-Water Conditions in the San Francisco Peaks Area, Coconino County, Arizona - 1979: U.S. Geological Survey Open-File Report 81-914, 2 Maps, https://doi.org/10.3133/ofr81914.","productDescription":"2 Maps","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":171903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0914/report-thumb.jpg"},{"id":83177,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0914/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.25,35 ], [ -112.25,36.25 ], [ -110.91666666666667,36.25 ], [ -110.91666666666667,35 ], [ -112.25,35 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a1ac","contributors":{"authors":[{"text":"Appel, Cynthia L.","contributorId":34509,"corporation":false,"usgs":true,"family":"Appel","given":"Cynthia","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":232844,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bills, Donald J. djbills@usgs.gov","contributorId":4180,"corporation":false,"usgs":true,"family":"Bills","given":"Donald J.","email":"djbills@usgs.gov","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":false,"id":232843,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":67946,"text":"ha648 - 1981 - Bedrock geology, altitude of base, and 1980 saturated thickness of the high plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-10T00:11:13","indexId":"ha648","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"648","title":"Bedrock geology, altitude of base, and 1980 saturated thickness of the high plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","language":"ENGLISH","doi":"10.3133/ha648","usgsCitation":"Weeks, J., and Gutentag, E.D., 1981, Bedrock geology, altitude of base, and 1980 saturated thickness of the high plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Hydrologic Atlas 648, 2 maps :col. ;on sheets 73 x 104 cm. folded to 18 x 26 in envelope 30 x 24 cm., https://doi.org/10.3133/ha648.","productDescription":"2 maps :col. ;on sheets 73 x 104 cm. folded to 18 x 26 in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89156,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/648/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89157,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/648/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"2500000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -106,32 ], [ -106,43 ], [ -96,43 ], [ -96,32 ], [ -106,32 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5ee4b07f02db633d9b","contributors":{"authors":[{"text":"Weeks, John B.","contributorId":36123,"corporation":false,"usgs":true,"family":"Weeks","given":"John B.","affiliations":[],"preferred":false,"id":277369,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gutentag, Edwin D.","contributorId":76287,"corporation":false,"usgs":true,"family":"Gutentag","given":"Edwin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":277370,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68035,"text":"ha647 - 1981 - Geologic structure, hydrology, and water quality of the Arapahoe aquifer in the Denver Basin, Colorado","interactions":[],"lastModifiedDate":"2016-03-10T11:05:41","indexId":"ha647","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"647","title":"Geologic structure, hydrology, and water quality of the Arapahoe aquifer in the Denver Basin, Colorado","language":"ENGLISH","doi":"10.3133/ha647","usgsCitation":"Robson, S.G., Romero, J.C., and Zawistowski, S., 1981, Geologic structure, hydrology, and water quality of the Arapahoe aquifer in the Denver Basin, Colorado: U.S. Geological Survey Hydrologic Atlas 647, 11 maps on 3 sheets :col. ;41 x 27 cm. or smaller on sheets 104 x 90 cm. or smaller., https://doi.org/10.3133/ha647.","productDescription":"11 maps on 3 sheets :col. ;41 x 27 cm. or smaller on sheets 104 x 90 cm. or smaller.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":89289,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/647/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89288,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/647/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89290,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/647/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":186130,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"500000","country":"United States","state":"Colorado","otherGeospatial":"Denver Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.8203125,\n 38.51378825951165\n ],\n [\n -105.8203125,\n 40.3130432088809\n ],\n [\n -104.1064453125,\n 40.3130432088809\n ],\n [\n -104.1064453125,\n 38.51378825951165\n ],\n [\n -105.8203125,\n 38.51378825951165\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688144","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":277541,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Romero, John C.","contributorId":87630,"corporation":false,"usgs":true,"family":"Romero","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":277542,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zawistowski, Stanley","contributorId":52959,"corporation":false,"usgs":true,"family":"Zawistowski","given":"Stanley","email":"","affiliations":[],"preferred":false,"id":277540,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68036,"text":"ha643 - 1981 - Geologic structure, hydrology, and water quality of the Dawson aquifer in the Denver basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:11:29","indexId":"ha643","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"643","title":"Geologic structure, hydrology, and water quality of the Dawson aquifer in the Denver basin, Colorado","language":"ENGLISH","doi":"10.3133/ha643","usgsCitation":"Robson, S.G., and Romero, J.C., 1981, Geologic structure, hydrology, and water quality of the Dawson aquifer in the Denver basin, Colorado: U.S. Geological Survey Hydrologic Atlas 643, 12 maps :col. ;on 3 sheets 112 x 74 cm. folded to 23 x 22 cm. in envelope 30 x 24 cm., https://doi.org/10.3133/ha643.","productDescription":"12 maps :col. ;on 3 sheets 112 x 74 cm. folded to 23 x 22 cm. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186131,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":91824,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/643/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91825,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/643/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89291,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/643/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105,39 ], [ -105,39.75 ], [ -104.5,39.75 ], [ -104.5,39 ], [ -105,39 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688172","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":277543,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Romero, John C.","contributorId":87630,"corporation":false,"usgs":true,"family":"Romero","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":277544,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68037,"text":"ha646 - 1981 - Geologic structure, hydrology, and water quality of the Denver aquifer in the Denver basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:11:29","indexId":"ha646","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"646","title":"Geologic structure, hydrology, and water quality of the Denver aquifer in the Denver basin, Colorado","language":"ENGLISH","doi":"10.3133/ha646","usgsCitation":"Robson, S.G., and Romero, J.C., 1981, Geologic structure, hydrology, and water quality of the Denver aquifer in the Denver basin, Colorado: U.S. Geological Survey Hydrologic Atlas 646, 10 maps :col. ;on 3 sheets 93 x 70 cm. or smaller, folded to 23 x 19 cm., in envelope 30 x 24 cm., https://doi.org/10.3133/ha646.","productDescription":"10 maps :col. ;on 3 sheets 93 x 70 cm. or smaller, folded to 23 x 19 cm., in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186132,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":91826,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/646/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89292,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/646/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89293,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/646/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -10.833333333333334,39 ], [ -10.833333333333334,40 ], [ -10.666666666666666,40 ], [ -10.666666666666666,39 ], [ -10.833333333333334,39 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688124","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":277545,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Romero, John C.","contributorId":87630,"corporation":false,"usgs":true,"family":"Romero","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":277546,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43691,"text":"ofr81908 - 1981 - Hydrologic maps of Ogallala Aquifer, west-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:10:10","indexId":"ofr81908","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-908","title":"Hydrologic maps of Ogallala Aquifer, west-central Kansas","language":"ENGLISH","doi":"10.3133/ofr81908","usgsCitation":"Dunlap, L.E., and Spinazola, J.M., 1981, Hydrologic maps of Ogallala Aquifer, west-central Kansas: U.S. Geological Survey Open-File Report 81-908, 4 maps ;61 x 126 cm., https://doi.org/10.3133/ofr81908.","productDescription":"4 maps ;61 x 126 cm.","costCenters":[],"links":[{"id":161804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":20211,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0908/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20212,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0908/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20213,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0908/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20214,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0908/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606797","contributors":{"authors":[{"text":"Dunlap, Lloyd E.","contributorId":92261,"corporation":false,"usgs":true,"family":"Dunlap","given":"Lloyd","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":228564,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228565,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43688,"text":"ofr81494 - 1981 - Hydrologic description of Lake Jackson, Sebring, Florida","interactions":[],"lastModifiedDate":"2022-04-18T23:20:19.771099","indexId":"ofr81494","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-494","title":"Hydrologic description of Lake Jackson, Sebring, Florida","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81494","usgsCitation":"Hammett, K., 1981, Hydrologic description of Lake Jackson, Sebring, Florida: U.S. Geological Survey Open-File Report 81-494, 1 Plate: 38.51 x 29.02 inches, https://doi.org/10.3133/ofr81494.","productDescription":"1 Plate: 38.51 x 29.02 inches","costCenters":[],"links":[{"id":399061,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0494/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397145,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_12052.htm"},{"id":161801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0494/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Sebring","otherGeospatial":"Lake Jackson","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.53778076171874,\n 27.358351545806766\n ],\n [\n -81.38397216796875,\n 27.358351545806766\n ],\n [\n -81.38397216796875,\n 27.577677346218785\n ],\n [\n -81.53778076171874,\n 27.577677346218785\n ],\n [\n -81.53778076171874,\n 27.358351545806766\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688d20","contributors":{"authors":[{"text":"Hammett, K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":228560,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43687,"text":"ofr81131 - 1981 - Hydrologic description of Lake Hancock, Polk County, Florida","interactions":[],"lastModifiedDate":"2022-04-18T22:09:07.628369","indexId":"ofr81131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-131","title":"Hydrologic description of Lake Hancock, Polk County, Florida","docAbstract":"

Available data were evaluated to document hydrologic conditions in the Lake Hancock basin. Bathymetric data indicate that Lake Hancock is very shallow, having a maximum depth of about 3 feet. The lake bottom is covered by a layer of organic material that may be more than 5 feet thick near the center of the lake. Lake Hancock 's stage fluctuates within 0.5 foot of average stage about 40 percent of the time. Lake outflow is through an operable control. There are many days with no outflow in some years. A water-budget analysis of the lake indicates that substantial lake stage declines in 1968 and 1975 followed successive years of deficient precipitation and were primarily the result of a net loss of water from the lake to the ground-water system. During a period in 1971-72 when lake stage remained relatively stable, the ground-water system contributed a significant volume of water to the lake. Water-quality data indicate that Lake Hancock is in a eutrophic state. The eutrophication process appears to have been accelerated through the addition of nutrients from inflow of wastewater effluent from secondary treatment plants. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81131","collaboration":"Prepared in cooperation with Southwest Florida Water Management District","usgsCitation":"Hammett, K., Snell, L., and Joyner, B.F., 1981, Hydrologic description of Lake Hancock, Polk County, Florida: U.S. Geological Survey Open-File Report 81-131, 1 Plate: 41.76 x 32.92 inches, https://doi.org/10.3133/ofr81131.","productDescription":"1 Plate: 41.76 x 32.92 inches","costCenters":[],"links":[{"id":399016,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0131/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161800,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0131/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Polk County","otherGeospatial":"Lake 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K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":228559,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Snell, L.J.","contributorId":25555,"corporation":false,"usgs":true,"family":"Snell","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":228558,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Joyner, Boyd F.","contributorId":9278,"corporation":false,"usgs":true,"family":"Joyner","given":"Boyd","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":228557,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68214,"text":"ha652 - 1981 - Water-level and saturated-thickness changes, predevelopment to 1980, in the High Plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-10T00:11:28","indexId":"ha652","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"652","title":"Water-level and saturated-thickness changes, predevelopment to 1980, in the High Plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","language":"ENGLISH","doi":"10.3133/ha652","usgsCitation":"Luckey, R.R., Gutentag, E.D., and Weeks, J., 1981, Water-level and saturated-thickness changes, predevelopment to 1980, in the High Plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Hydrologic Atlas 652, 2 maps :col. ;54 x 38 cm. on sheets 73 x 104 cm., 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R.","contributorId":17980,"corporation":false,"usgs":true,"family":"Luckey","given":"Richard","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":277852,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gutentag, Edwin D.","contributorId":76287,"corporation":false,"usgs":true,"family":"Gutentag","given":"Edwin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":277854,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Weeks, John B.","contributorId":36123,"corporation":false,"usgs":true,"family":"Weeks","given":"John B.","affiliations":[],"preferred":false,"id":277853,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68299,"text":"ha653 - 1981 - Flood of July 1-5, 1978 on the Kickapoo River, southwestern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-05T16:21:59","indexId":"ha653","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"653","title":"Flood of July 1-5, 1978 on the Kickapoo River, southwestern Wisconsin","docAbstract":"

The Kickapoo River valley in southwestern Wisconsin had a devastating flood ($10 million estimated damages) during July 1-5, 1978. The flash flooding was caused by intense storms on June 30 through July 2. Total rainfall accumulation ranged from 5.8 inches near Ontario to 9.5 inches at La Farge. The resulting flood equaled or exceeded the largest ones recorded since the 1850 's and equaled or exceeded the 100-year flood frequency at the U.S. Geological Survey 's streamflow gages at La Farge and Steuben. Elevation and delineation of the flood are shown on photo mosaics developed from black and white aerial photographs. The 100-mile reach from Wauzeka to Wilton is shown. A summary of the storm conditions causing the flood and an analysis of the rainfall totals, as prepared by the Wisconsin Geological and Natural History Survey, are also included. (USGS)

","language":"English","publisher":"U.S. Geological Society","doi":"10.3133/ha653","usgsCitation":"Hughes, P.E., Hannuksela, J., and Danchuk, W., 1981, Flood of July 1-5, 1978 on the Kickapoo River, southwestern Wisconsin: U.S. Geological Survey Hydrologic Atlas 653, 6 Sheets: 37.50 x 25.42 inches or smaller, https://doi.org/10.3133/ha653.","productDescription":"6 Sheets: 37.50 x 25.42 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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Peter E. pehughes@usgs.gov","contributorId":876,"corporation":false,"usgs":true,"family":"Hughes","given":"Peter","email":"pehughes@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":277986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hannuksela, J.S.","contributorId":18060,"corporation":false,"usgs":true,"family":"Hannuksela","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":277987,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Danchuk, W.J.","contributorId":46174,"corporation":false,"usgs":true,"family":"Danchuk","given":"W.J.","affiliations":[],"preferred":false,"id":277988,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":43536,"text":"ofr81212 - 1981 - Hydrology of the Winter Haven Chain of Lakes, Polk County, Florida","interactions":[],"lastModifiedDate":"2022-04-18T16:28:41.630956","indexId":"ofr81212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-212","title":"Hydrology of the Winter Haven Chain of Lakes, Polk County, Florida","docAbstract":"

Fourteen interconnected lakes in and around the city of Winter Haven, Polk County, Fla., form the Winter Haven Chain of Lakes. Levels of the lakes during the spring of 1976 were at a record low stage for the 31 years of record. During 1960-76, rainfall had been below average for all but 2 years, and departure from average rainfall totaled 72.34 inches. Fluctuations in stage of Lake Howard, representative of the chain, and of Lake Otis, the nearest isolated lake that has a reasonably long record of stage , were compared with other hydrologic variables. Analyses of lake stage and rainfall records indicate that deficient rainfall has been the key factor in the decline of lake levels in the area. Manipulation of lake levels, pumpage from the lakes and underlying aquifer, and urbanization of the watershed probably have affected the lakes as well, but records are not available to determine the significance of their effects. The surficial aquifer drains to the lakes. Water level in the underlying Floridan aquifer is everywhere lower than in any of the lakes, thus water moves from the lakes and surficial aquifer through the confining clay layer to the Floridan aquifer. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81212","collaboration":"Prepared in cooperation with the Southwest Florida Water Management District, Peace River Basin Board, and the Winter Haven Lake Region Boat Course District","usgsCitation":"Sinclair, W.C., and Reichenbaugh, R.C., 1981, Hydrology of the Winter Haven Chain of Lakes, Polk County, Florida: U.S. Geological Survey Open-File Report 81-212, 1 Plate: 41.96 x 31.37 inches, https://doi.org/10.3133/ofr81212.","productDescription":"1 Plate: 41.96 x 31.37 inches","costCenters":[],"links":[{"id":398944,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0212/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0212/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Polk County","otherGeospatial":"Winter Haven Chain of 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William C.","contributorId":14798,"corporation":false,"usgs":true,"family":"Sinclair","given":"William","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":228343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reichenbaugh, Ronald C.","contributorId":222163,"corporation":false,"usgs":true,"family":"Reichenbaugh","given":"Ronald","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":228342,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38627,"text":"pp1196 - 1981 - Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","interactions":[{"subject":{"id":15693,"text":"ofr8072 - 1980 - Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","indexId":"ofr8072","publicationYear":"1980","noYear":false,"title":"Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":38627,"text":"pp1196 - 1981 - Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","indexId":"pp1196","publicationYear":"1981","noYear":false,"title":"Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado"},"id":1}],"lastModifiedDate":"2012-02-02T00:10:17","indexId":"pp1196","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1196","title":"Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","docAbstract":"Oil-shale mining activities in Piceance basin in northwestern Colorado could adversely affect the ground- and surface-water quality in the basin. This study of the hydrology and geochemistry of the area used ground-water solute-transport-modeling techniques to investigate the possible impact of the mines on water quality. Maps of the extent and structure of the aquifer were prepared and show that a saturated thickness of 2,000 feet occurs in the northeast part of the basin. Ground-water recharge in the upland areas in the east, south, and west parts of the basin moves down into deeper zones in the aquifer and laterally to the discharge areas along Piceance and Yellow Creeks. The saline zone and the unsaturated zone provide the majority of the dissolved solids found in the ground water. Precipitation, ion-exchange, and oxidation-reduction reactions are also occuring in the aquifer. Model simulations of ground-water pumpage in tracts C-a and C-b indicate that the altered direction of ground-water movement near the pumped mines will cause an improvement in ground-water quality near the mines and a degradation of water quality downgradient from the tracts. Model simulations of mine leaching in tract C-a and C-b indicate that equal rates of mine leaching in the tracts will produce much different effects on the water quality in the basin. Tract C-a, by virtue of its remote location from perennial streams, will primarily degrade the ground-water quality over a large area to the northeast of the tract. Tract C-b, by contrast, will primarily degrade the surface-water quality in Piceance Creek, with only localized effects on the ground-water quality. (USGS)","language":"ENGLISH","doi":"10.3133/pp1196","usgsCitation":"Robson, S.G., and Saulnier, G., 1981, Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado: U.S. Geological Survey Professional Paper 1196, 65 p., https://doi.org/10.3133/pp1196.","productDescription":"65 p.","costCenters":[],"links":[{"id":123503,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1196/report-thumb.jpg"},{"id":65450,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1196/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628df9","contributors":{"authors":[{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":220185,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Saulnier, G.J. Jr.","contributorId":45299,"corporation":false,"usgs":true,"family":"Saulnier","given":"G.J.","suffix":"Jr.","affiliations":[],"preferred":false,"id":220184,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":31045,"text":"ofr81149 - 1981 - Preliminary data from a series of artificial recharge experiments at Stanton, Texas","interactions":[],"lastModifiedDate":"2016-08-23T15:45:59","indexId":"ofr81149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-149","title":"Preliminary data from a series of artificial recharge experiments at Stanton, Texas","docAbstract":"

A series of artificial recharge experiments was conducted by the U.S. Geological Survey at an experimental site located in Stanton, Texas. Five tests were performed from March 1977 through December 1978 to: (1) Evaluate the hydraulic properties of the aquifer; (2) test sampling and monitoring equipment; (3) compare tracers for future use in hydrologic investigations; and (4) determine the radial and vertical distribution of hydraulic properties at the site. Suites of inorganic, and both volatile and nonvolatile organic tracers were used in the tests, and comparative data were obtained from sampling points at several radial distances and depths from the injection well. Hydraulic data from aquifer tests and geologic data from core material also were obtained during the investigation.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr81149","usgsCitation":"Bassett, R., Weeks, E., Ceazan, M., Perkins, S., Signor, D., Redinger, D., Malcolm, R., Aiken, G., Thurman, E., Avery, P., Wood, W., Thompson, G., and Stiles, G., 1981, Preliminary data from a series of artificial recharge experiments at Stanton, Texas: U.S. Geological Survey Open-File Report 81-149, ix, 235 p., https://doi.org/10.3133/ofr81149.","productDescription":"ix, 235 p.","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":164100,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0149/report-thumb.jpg"},{"id":59601,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0149/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Stanton","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a244","contributors":{"authors":[{"text":"Bassett, R.L.","contributorId":13233,"corporation":false,"usgs":true,"family":"Bassett","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":204666,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weeks, E.P.","contributorId":38514,"corporation":false,"usgs":true,"family":"Weeks","given":"E.P.","email":"","affiliations":[],"preferred":false,"id":204669,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ceazan, M.L.","contributorId":80015,"corporation":false,"usgs":true,"family":"Ceazan","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":204673,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Perkins, S.G.","contributorId":93483,"corporation":false,"usgs":true,"family":"Perkins","given":"S.G.","email":"","affiliations":[],"preferred":false,"id":204675,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Signor, D. C.","contributorId":95100,"corporation":false,"usgs":true,"family":"Signor","given":"D. C.","affiliations":[],"preferred":false,"id":204676,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Redinger, D.L.","contributorId":103139,"corporation":false,"usgs":true,"family":"Redinger","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":204678,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Malcolm, Ronald L.","contributorId":46075,"corporation":false,"usgs":true,"family":"Malcolm","given":"Ronald L.","affiliations":[],"preferred":false,"id":204670,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Aiken, G. R. 0000-0001-8454-0984","orcid":"https://orcid.org/0000-0001-8454-0984","contributorId":14452,"corporation":false,"usgs":true,"family":"Aiken","given":"G. R.","affiliations":[],"preferred":false,"id":204667,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Thurman, E.M.","contributorId":102864,"corporation":false,"usgs":true,"family":"Thurman","given":"E.M.","affiliations":[],"preferred":false,"id":204677,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Avery, P.A.","contributorId":52450,"corporation":false,"usgs":true,"family":"Avery","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":204671,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Wood, W.W.","contributorId":21974,"corporation":false,"usgs":true,"family":"Wood","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":204668,"contributorType":{"id":1,"text":"Authors"},"rank":11},{"text":"Thompson, G.M.","contributorId":57246,"corporation":false,"usgs":true,"family":"Thompson","given":"G.M.","email":"","affiliations":[],"preferred":false,"id":204672,"contributorType":{"id":1,"text":"Authors"},"rank":12},{"text":"Stiles, G.K.","contributorId":91629,"corporation":false,"usgs":true,"family":"Stiles","given":"G.K.","email":"","affiliations":[],"preferred":false,"id":204674,"contributorType":{"id":1,"text":"Authors"},"rank":13}]}} ,{"id":30250,"text":"wri8090 - 1981 - Geology and hydrology for environmental planning in Marquette County, Michigan","interactions":[],"lastModifiedDate":"2017-07-12T11:01:07","indexId":"wri8090","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-90","title":"Geology and hydrology for environmental planning in Marquette County, Michigan","docAbstract":"

Marquette County, in the glaciated area of the Upper Peninsula of Michigan, includes 1,878 square miles. Precipitation averages 32 inches per year.

Bedrock and glacial deposits contain materials that are good aquifers. Sedimentary bedrock units generally yield sufficient water for domestic supply and, in places, may yield more than 100 gallons per minute to large-diameter wells. In the glacial deposits, sand and gravel beds are the principal aquifers; yields to wells range from less than 10 to 200 gallons per minute. Igneous and metamorphic rocks yield little or no water to wells.

Suitable sewage and refuse disposal sites are not readily available because of the abundance of wetlands, streams, and lakes susceptible to infiltrating leachate.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reson, VA","doi":"10.3133/wri8090","usgsCitation":"Twenter, F.R., 1981, Geology and hydrology for environmental planning in Marquette County, Michigan: U.S. Geological Survey Water-Resources Investigations Report 80-90, viii, 44 p., https://doi.org/10.3133/wri8090.","productDescription":"viii, 44 p.","numberOfPages":"55","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":160493,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0090/report-thumb.jpg"},{"id":343689,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","county":"Marquette 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sgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db6852a5","contributors":{"authors":[{"text":"Twenter, F. R.","contributorId":81080,"corporation":false,"usgs":true,"family":"Twenter","given":"F.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202932,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29643,"text":"wri8156 - 1981 - Hydrologic reconnaissance of the Beluga, Peters Creek, and Healy coal areas, Alaska","interactions":[],"lastModifiedDate":"2025-01-13T20:05:54.714199","indexId":"wri8156","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-56","title":"Hydrologic reconnaissance of the Beluga, Peters Creek, and Healy coal areas, Alaska","docAbstract":"

The Beluga, Peters Creek, and Healy coal areas in Alaska were studied during 1975-78, with major emphasis on surface-water hydrology and water quality.

In the Beluga coal area, mean annual discharge is estimated to range from 2.2 to 3.4 cubic feet per second per square mile of drainage area. The 7-day low flow having a 10-year recurrence interval is estimated to be 0.3 to 0.6 cubic feet per second per square mile. The dilute surface waters are a calcium bicarbonate type, have low concentrations of nutrients, and at times may contain dissolved iron and manganese in concentrations in excess of U.S. Environmental Protection Agency recommended limits. The pooled diversity index of the benthic invertebrate community ranges from 2.93 to 4.06. No ground-water wells have been drilled in the potential mining areas.

Water quality of streams in the Peters Creek coal area is similar to that of streams in the Beluga coal area. No attempt is made to define streamflow characteristics in the Peters Creek coal area due to poor correlations with nearby gaging stations.

In the Healy coal area, streamflow characteristics of the two major basins studied are dissimilar. Lignite Creek is estimated to have less yield than Healy Creek. Studied tributaries of Healy and Lignite Creeks have a dissolved-solids range of 111 to 636 milligrams per liter and have calcium and bicarbonate or magnesium and bicarbonate as principal ions. Iron and manganese concentrations are high at some times of the year. The concentrations of sodium and chloride increase significantly in the lower reaches of Lignite Creek.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8156","usgsCitation":"Scully, D.R., Krumhardt, A.P., and Kernodle, D.R., 1981, Hydrologic reconnaissance of the Beluga, Peters Creek, and Healy coal areas, Alaska: U.S. Geological Survey Water-Resources Investigations Report 81-56, vii, 71 p., https://doi.org/10.3133/wri8156.","productDescription":"vii, 71 p.","costCenters":[],"links":[{"id":159470,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0056/report-thumb.jpg"},{"id":358928,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0056/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466149,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35486.htm","text":"Peters Creek coal area","linkFileType":{"id":5,"text":"html"}},{"id":466148,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35485.htm","text":"Healy coal area","linkFileType":{"id":5,"text":"html"}},{"id":466147,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35484.htm","text":"Beluga coal area","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Alaska","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -152.80508953650605,\n 60.01259346977375\n ],\n [\n -150.87706142645527,\n 61.22294263980572\n ],\n [\n -148.624,\n 63.95\n ],\n [\n -152.684840992122,\n 63.95\n ],\n [\n -154.89344891352246,\n 60.32153890224393\n ],\n [\n -152.80508953650605,\n 60.01259346977375\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db60561d","contributors":{"authors":[{"text":"Scully, David R.","contributorId":6857,"corporation":false,"usgs":true,"family":"Scully","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201871,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krumhardt, Andrea P.","contributorId":71946,"corporation":false,"usgs":true,"family":"Krumhardt","given":"Andrea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201873,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kernodle, Donald R.","contributorId":63003,"corporation":false,"usgs":true,"family":"Kernodle","given":"Donald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201872,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27311,"text":"wri817 - 1981 - Ground-water potential of the glacial deposits near Logansport, Cass County, Indiana","interactions":[],"lastModifiedDate":"2024-08-06T14:40:50.128801","indexId":"wri817","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-7","title":"Ground-water potential of the glacial deposits near Logansport, Cass County, Indiana","docAbstract":"

The glacial deposits underlying a 260 square-mile area near Logansport, Indiana, range in thickness from 0 to 300 feet and consist of three semiconfined sand and gravel aquifer units separated and overlain by three semiconfining till units. The ground-water development potential of the lowest of the sand and gravel aquifers is considerable. Thickness of the aquifer is generally about 80 feet along the axis of the narrow buried valley that it fills. Maximum and average transmissivities of the aquifer are about 38,000 and 13,000 square feet per day, respectively. Withdrawal of 10 million gallons per day from the aquifer was simulated by a four-layer digital model of the study area. Simulated pumping centers were located in areas of high transmissivity and proximity to ground-water discharge. Results indicate an absence of hydrologic constraints to development of the quantities of ground water simulated in the model. However, the simulation of water-level declines of as much as 35 feet in the lowest aquifer indicates that interference with the operation of domestic wells is likely.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri817","collaboration":"Prepared in cooperation with the Indiana Department of Natural Resources and the city of Logansport","usgsCitation":"Gillies, D.C., 1981, Ground-water potential of the glacial deposits near Logansport, Cass County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 81-7, vi, 98 p., https://doi.org/10.3133/wri817.","productDescription":"vi, 98 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":432284,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158587,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0007/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Cass County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.4672,40.9093],[-86.3553,40.9093],[-86.2933,40.9092],[-86.269,40.9087],[-86.2404,40.9082],[-86.1692,40.9098],[-86.1694,40.7424],[-86.1707,40.7157],[-86.1691,40.6798],[-86.1681,40.6435],[-86.1654,40.5633],[-86.241,40.5625],[-86.3572,40.5614],[-86.3748,40.5614],[-86.3739,40.6924],[-86.3915,40.6925],[-86.4054,40.6925],[-86.5248,40.6925],[-86.5237,40.7165],[-86.5237,40.7347],[-86.5728,40.7356],[-86.5819,40.7356],[-86.5802,40.824],[-86.5797,40.912],[-86.4672,40.9093]]]},\"properties\":{\"name\":\"Cass\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667403","contributors":{"authors":[{"text":"Gillies, Daniel C.","contributorId":39824,"corporation":false,"usgs":true,"family":"Gillies","given":"Daniel","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197896,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":6955,"text":"ofr82169 - 1981 - Activities in Idaho; status of projects, fiscal year 1981","interactions":[],"lastModifiedDate":"2022-08-23T13:41:15.264711","indexId":"ofr82169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"82-169","title":"Activities in Idaho; status of projects, fiscal year 1981","docAbstract":"

Twenty-three projects were conducted by the Water Resources Division of the U.S. Geological Survey in Idaho during fiscal year 1981. These projects were made in cooperation with 6 State and local and 11 Federal agencies. State and local cooperative funding amounted to $720,670; Federal funding amounted to $2,437,628.

Eighty-three persons were employed--40 full time and 43 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, the sole funding source.

Projects other than continuing programs for collection of hydrologic data included flood-characteristics and flood-mapping studies, geothermal-resource investigations, ground-water quality assessments, basin- and region-wide water-resource investigations, river quality-of-water monitoring studies, volcanic-ash related studies, and ground-water-trends and stream-gaging program evaluations.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82169","usgsCitation":"Channel, L.K., 1981, Activities in Idaho; status of projects, fiscal year 1981: U.S. Geological Survey Open-File Report 82-169, i, 42 p., https://doi.org/10.3133/ofr82169.","productDescription":"i, 42 p.","costCenters":[],"links":[{"id":139499,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0169/report-thumb.jpg"},{"id":405415,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0169/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d32","contributors":{"authors":[{"text":"Channel, L. K.","contributorId":35304,"corporation":false,"usgs":true,"family":"Channel","given":"L.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":153666,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25754,"text":"wri8136 - 1981 - Results of hydrologic tests and water-chemistry analyses, wells H-4A, H-4B, and H-4C, at the proposed waste isolation pilot plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2025-07-21T17:28:21.92385","indexId":"wri8136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-36","title":"Results of hydrologic tests and water-chemistry analyses, wells H-4A, H-4B, and H-4C, at the proposed waste isolation pilot plant site, southeastern New Mexico","docAbstract":"Data were collected during hydrologic testing at wells H-4A, H-4B, and H-4C in the southern part of the proposed Waste Isolation Pilot Plant site in southeastern New Mexico. The three water-bearing zones tested, the Magenta and Culebra Dolomite Members of the Rustler Formation and the Rustler Formation-Salado Formation contact, yield water to wells at rates less than 0.9 gallon per minute. Throughout the testing, water-pressure response in the tested zone was monitored by a pressure transducer system. Shut-in and slug tests were conducted to acquire the data from which the following values were derived. Calculated transmissivities for the Magenta, Culebra and the Rustler-Salado contact at wells H-4A, H-4B, and H-4C were 0.06, 0.9, and 0.0006 foot squared per day respectively. Water samples from the Magenta and Culebra had dissolved-solids concentrations of 22,300 and 18,100 milligrams per liter, respectively. The major chemical constituents of ground-water samples from these two zones were sodium, chloride, and sulfate. Water samples from the Rustler-Salado contact had a dissolved-solids concentration of 322,000 milligrams per liter and magnesium, sodium, and chloride were the major constituents. Radium-226, a naturally occurring radioactive element, was present in samples from all three zones. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8136","usgsCitation":"Mercer, J.W., Davis, P., Dennehy, K., and Goetz, C.L., 1981, Results of hydrologic tests and water-chemistry analyses, wells H-4A, H-4B, and H-4C, at the proposed waste isolation pilot plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 81-36, vii, 92 p., https://doi.org/10.3133/wri8136.","productDescription":"vii, 92 p.","costCenters":[],"links":[{"id":157099,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0036/report-thumb.jpg"},{"id":492651,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0036/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New 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Mexico\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db6244de","contributors":{"authors":[{"text":"Mercer, Jerry W.","contributorId":32534,"corporation":false,"usgs":true,"family":"Mercer","given":"Jerry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194933,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, Paul","contributorId":94340,"corporation":false,"usgs":true,"family":"Davis","given":"Paul","affiliations":[],"preferred":false,"id":194936,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dennehy, K.F.","contributorId":41841,"corporation":false,"usgs":true,"family":"Dennehy","given":"K.F.","affiliations":[],"preferred":false,"id":194934,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Goetz, C. L.","contributorId":55845,"corporation":false,"usgs":true,"family":"Goetz","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194935,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":22129,"text":"ofr8160 - 1981 - Sample mine-site permit application (hydrologic assessment)","interactions":[],"lastModifiedDate":"2017-06-27T11:17:49","indexId":"ofr8160","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-60","title":"Sample mine-site permit application (hydrologic assessment)","docAbstract":"

Hydrologic data are presented that may be useful in the permitapplication procedure required under current Office of Surface Mining regulations. The material is presented in a format which may serve as a guide for subsequent permit applications. Data on the quality and quantity of surface water and ground water for the mine plan, adjacent, and general areas are presented. The data are presented in three general categories: measured and estimated current conditions, estimated annual variations, and predicted effects of mining and reclamation. Current surface-water, ground-water, and biological conditions are the easiest to define. Seasonal variations in surface-water flow can be estimated with some confidence, but seasonal variations in surface-water quality, biological quality, and ground-water levels and quality are difficult to estimate with the insufficient field data available. The effects of mining and reclamation cannot be predicted through the use of the scant data collected and current predictive tools.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8160","issn":"0094-9140","usgsCitation":"Herb, W.J., Brown, D., Carswell, L., and Lietman, P., 1981, Sample mine-site permit application (hydrologic assessment): U.S. Geological Survey Open-File Report 81-60, 57 p. ill., charts, maps ;28 cm., https://doi.org/10.3133/ofr8160.","productDescription":"57 p. ill., charts, maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":154960,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0060/report-thumb.jpg"},{"id":51578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c845","contributors":{"authors":[{"text":"Herb, William J.","contributorId":79454,"corporation":false,"usgs":true,"family":"Herb","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":187239,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, D.M.","contributorId":80657,"corporation":false,"usgs":true,"family":"Brown","given":"D.M.","affiliations":[],"preferred":false,"id":187240,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carswell, L.D.","contributorId":6435,"corporation":false,"usgs":true,"family":"Carswell","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":187237,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lietman, P. L.","contributorId":63040,"corporation":false,"usgs":true,"family":"Lietman","given":"P. L.","affiliations":[],"preferred":false,"id":187238,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":18067,"text":"ofr81526 - 1981 - Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho, emphasis: 1974-1978","interactions":[{"subject":{"id":18067,"text":"ofr81526 - 1981 - Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho, emphasis: 1974-1978","indexId":"ofr81526","publicationYear":"1981","noYear":false,"title":"Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho, emphasis: 1974-1978"},"predicate":"SUPERSEDED_BY","object":{"id":988,"text":"wsp2191 - 1982 - Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho — Emphasis: 1974–1978","indexId":"wsp2191","publicationYear":"1982","noYear":false,"title":"Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho — Emphasis: 1974–1978"},"id":1}],"supersededBy":{"id":988,"text":"wsp2191 - 1982 - Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho — Emphasis: 1974–1978","indexId":"wsp2191","publicationYear":"1982","noYear":false,"title":"Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho — Emphasis: 1974–1978"},"lastModifiedDate":"2022-08-12T19:22:07.181971","indexId":"ofr81526","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-526","title":"Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho, emphasis: 1974-1978","docAbstract":"

The Idaho National Engineering Laboratory (INEL) site covers about 890 square miles of the eastern Snake River Plain and overlies the Snake River Plain aquifer. Low concentrations of aqueous chemical and radio-active wastes have been discharged to shallow ponds and to shallow or deep wells on the site since 1952. The regional water table ranges from about 200 feet to more than 1,000 feet below land surface within the INEL boundaries. The gradient of the water table averages about 4 feet per mile to the south-southwest. During the latest period of record, 1974 through 1978, the position of the water table has shown a net decline that ranges from 0.2 foot near the northern boundary of the INEL to more than 10 feet in the central and southern parts of the site. Recharge from surface water has been minimal or non-existent during the latter part of this period.

A large body of perched ground water has formed in the basalt underlying the waste disposal ponds in the Test Reactor Area. This perched zone contains tritium, chromium-51, cobalt-60, strontium-90, and several nonradioactive ions. Tritium is the only mappable waste constituent in that portion of the Snake River Plain aquifer directly underlying this perched zone.

Low concentrations of chemical and low-level radioactive wastes enter directly into the Snake River Plain aquifer through the Idaho Chemical Processing Plant (ICPP) disposal well. From 1974 through 1978, this 600-foot well was used to discharge a total of 1,861 million gallons of waste water which contained 1,697 curies of radioactivity, ninety-five percent of which was tritium. Tritium has been discharged to the well since 1953 and has formed the largest waste plume, about 28 square miles in area, in the regional aquifer, and minute concentrations have migrated downgradient a horizontal distance of 7.5 miles.

Other waste plumes south of the ICPP contain sodium, chloride, nitrate, and the resultant specific conductance. These plumes have similar configurations, flow southward, and the contaminants are in general laterally dispersed in that portion of the aquifer underlying the INEL. Other waste plumes, containing strontium-90 and iodine-129, cover small areas near their points of discharge because strontium-90 is sorbed from solution as it moves through the aquifer and iodine-129 is discharged in very low quantities. Cesium-137 is also discharged through the well but it is strongly sorbed from solution and has never been detected in a sample of ground water at the INEL. Radionuclide plume size and concentrations therein are controlled by aquifer flow conditions, the quantity discharged, radioactive decay, sorption, dilution by dispersion, and perhaps other chemical reactions. Distributions of non-radoactive chemical wastes are subject to the same processes except for radioactive decay.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81526","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Barraclough, J.T., Lewis, B.D., and Jensen, R.G., 1981, Hydrologic conditions at the Idaho National Engineering Laboratory, Idaho, emphasis: 1974-1978: U.S. Geological Survey Open-File Report 81-526, v, 77 p., https://doi.org/10.3133/ofr81526.","productDescription":"v, 77 p.","costCenters":[],"links":[{"id":405122,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0526/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":149950,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0526/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Idaho National Engineering Laboratory","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.09625244140625,\n 43.51370083689698\n ],\n [\n -111.98501586914062,\n 43.51370083689698\n ],\n [\n -111.98501586914062,\n 43.57641143300888\n ],\n [\n -112.09625244140625,\n 43.57641143300888\n ],\n [\n -112.09625244140625,\n 43.51370083689698\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611676","contributors":{"authors":[{"text":"Barraclough, Jack T.","contributorId":8822,"corporation":false,"usgs":true,"family":"Barraclough","given":"Jack","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":178479,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, Barney D.","contributorId":93873,"corporation":false,"usgs":true,"family":"Lewis","given":"Barney","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":178481,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jensen, Rodger G.","contributorId":27420,"corporation":false,"usgs":true,"family":"Jensen","given":"Rodger","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":178480,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":11533,"text":"ofr81405 - 1981 - Hydrogeologic conditions in the coastal plain of New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:06:36","indexId":"ofr81405","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-405","title":"Hydrogeologic conditions in the coastal plain of New Jersey","docAbstract":"A wedge-shaped mass of unconsolidated sediments composed of alternating layers of clay, silt, sand, and gravel underlies the Coastal Plain of New Jersey. The hydrologic units of this mass vary in thickness, lateral extent, lithology, and water-bearing characteristics. Some of the units act as aquifers, whereas other units act as confining layers. The entire sediment wedge is almost an independent and isolated hydrologic system. Components of the long-term hydrologic budget for the Coastal Plain are precipitation, streamflow, and water loss. Under natural conditions, average precipitation is about 44 inches per year; while streamflow and water loss are about 20 and 24 inches per year, respectively. More than 75 percent of the streamflow in the Coastal Plain is derived from ground-water runoff. Some activities of man have modified the natural hydrologic cycle in the Coastal Plain. The primary activity affecting the system has been the withdrawal of ground water. Major changes in the flow patterns of water in several aquifers have been recognized during the past few decades partially as a result of increasing ground-water withdrawal. Where head gradients are large enough, water can be induced to flow from adjacent surface-water bodies or through confining beds. Induced recharge from the Delaware River to the Potomac-Raritan-Magothy aquifer system is occurring as a result of pumping stresses in the outcrop area of the aquifer. Recharge from the river to the aquifer from Salem to Burlington County was estimated to be about 113 cubic feet per second in 1978. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81405","usgsCitation":"Vowinkel, E.F., and Foster, W.K., 1981, Hydrogeologic conditions in the coastal plain of New Jersey: U.S. Geological Survey Open-File Report 81-405, ix, 48 p. ;28 cm., https://doi.org/10.3133/ofr81405.","productDescription":"ix, 48 p. ;28 cm.","costCenters":[],"links":[{"id":144552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0405/report-thumb.jpg"},{"id":39397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0405/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628bd5","contributors":{"authors":[{"text":"Vowinkel, Eric F.","contributorId":53788,"corporation":false,"usgs":true,"family":"Vowinkel","given":"Eric","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":163315,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Foster, W. Kendall","contributorId":7284,"corporation":false,"usgs":true,"family":"Foster","given":"W.","email":"","middleInitial":"Kendall","affiliations":[],"preferred":false,"id":163314,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}