The Bill Williams area includes about 3,200 mi2 in Mohave, Yavapai, and Yuma Counties in west-central Arizona. The west half of the area is in the Basin and Range lowlands water province, and the east half is in the Central high-lands water province (see index map). The Basin and Range lowlands province generally is characterized by high mountains separated by broad valleys filled with deposits that commonly store large amounts of ground water. The Central highlands province consists mostly of rugged mountain masses made up of igneous, metamorphic, and well-consolidated sedimentary rocks that contain little space for the storage of ground water except where highly fractured or faulted. A few small valleys between the mountains contain varying thicknesses of water.-bearing deposits. The area is drained by the Bill Williams River and its major tributaries-the Big Sandy River and the Santa Maria River. Many reaches of the Big Sandy and Santa Maria Rivers and their major tributaries are perennial; the flow is sustained by ground-water discharge (Brown and others, 1978, sheet 2). In the Bill Williams area most of the water used is from ground water, although a small amount of surface water also may be diverted. About 18,000 acre-ft of ground water was withdrawn in 1979 (U.S. Geological Survey, 1981). About 17,000 acre-ft was used for the irrigation of 5,200 acres, and the rest was used for domestic, stock, and public supplies. Most of the irrigated land is in Skull Valley and along lower Kirkland Creek and the Bill Williams River. Only selected wells are shown on the maps in areas of high well density. The 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":"U.S. Geological Survey","doi":"10.3133/ofr8287","collaboration":"Prepared in cooperation with the Arizona Department of Water Resources","usgsCitation":"Sanger, H.W., and Littin, G.R., 1982, Maps showing ground-water conditions in the Bill Williams area, Mohave, Yavapai, and Yuma Counties, Arizona - 1980: U.S. Geological Survey Open-File Report 82-87, 2 Plates: 50.00 × 38.44 inches and 49.36 × 37.97 inches, https://doi.org/10.3133/ofr8287.","productDescription":"2 Plates: 50.00 × 38.44 inches and 49.36 × 37.97 inches","temporalStart":"1980-01-01","temporalEnd":"1980-12-31","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":172690,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83126,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0087/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83127,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0087/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":403564,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13846.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"Arizona","county":"Mohave County, Yavapai County, Yuma County","otherGeospatial":"Bill Williams area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.119,\n 34.035\n ],\n [\n -112.542,\n 34.035\n ],\n [\n -112.542,\n 34.955\n ],\n [\n -114.119,\n 34.955\n ],\n [\n -114.119,\n 34.035\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a0fe","contributors":{"authors":[{"text":"Sanger, H. W.","contributorId":79161,"corporation":false,"usgs":true,"family":"Sanger","given":"H.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":232738,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Littin, G. R.","contributorId":95924,"corporation":false,"usgs":true,"family":"Littin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":232739,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":47669,"text":"wri824079 - 1982 - Hydrologic maps of the High Plains aquifer, January 1981, southwestern Kansas","interactions":[],"lastModifiedDate":"2025-03-26T19:49:39.379595","indexId":"wri824079","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4079","title":"Hydrologic maps of the High Plains aquifer, January 1981, southwestern Kansas","docAbstract":"The U.S. Geological Survey furnishes maps depicting saturated thickness of the High Plains aquifer to the Southwest Kansas Groundwater Management District No. 3 through a continuing cooperative agreement. The Groundwater Management District uses the maps to calculated a planned depletion rate of 40 percent of the saturated thickness of the aquifer in 25 years for a 13-county area. Because the information contained on the maps is used in management decisions, the Groundwater Management District is concerned with the accuracy, reliability, and consistency of the hydrologic information that the maps show.
A mathematical technique, called kriging, has been used in the form of a computer program to interpolate hydrologic data based on a network of measured values (Karlinger and Skrivan, 1980). The technique has been applied to geohydrologic data in west-central Kansas with good results (Dunlap and Spinazola, 1981). The program calculates the values at the center of each 1-mile section in a predefined region and facilitates contouring of selected values. The kriging technique was used to produce the hydrologic maps in this report.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824079","usgsCitation":"Spinazola, J.M., 1982, Hydrologic maps of the High Plains aquifer, January 1981, southwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-4079, 8 Plates: 48.09 x 29.14 inches or smaller, https://doi.org/10.3133/wri824079.","productDescription":"8 Plates: 48.09 x 29.14 inches or smaller","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":161786,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4079/report-thumb.jpg"},{"id":359349,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359348,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359347,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359346,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359345,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359344,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359343,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359342,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Kansas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -102.052001953125,\n 37.00255267215955\n ],\n [\n -99.51416015625,\n 37.00255267215955\n ],\n [\n -99.51416015625,\n 38.28993659801203\n ],\n [\n -102.052001953125,\n 38.28993659801203\n ],\n [\n -102.052001953125,\n 37.00255267215955\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db60674c","contributors":{"authors":[{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":235980,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48790,"text":"ofr821025 - 1982 - Appraisal of water in bedrock aquifers, northern Cascade County, Montana","interactions":[{"subject":{"id":48790,"text":"ofr821025 - 1982 - Appraisal of water in bedrock aquifers, northern Cascade County, Montana","indexId":"ofr821025","publicationYear":"1982","noYear":false,"title":"Appraisal of water in bedrock aquifers, northern Cascade County, Montana"},"predicate":"SUPERSEDED_BY","object":{"id":70047788,"text":"70047788 - 1983 - Appraisal of water in bedrock aquifers, northern Cascade County, Montana","indexId":"70047788","publicationYear":"1983","noYear":false,"title":"Appraisal of water in bedrock aquifers, northern Cascade County, Montana"},"id":1}],"supersededBy":{"id":70047788,"text":"70047788 - 1983 - Appraisal of water in bedrock aquifers, northern Cascade County, Montana","indexId":"70047788","publicationYear":"1983","noYear":false,"title":"Appraisal of water in bedrock aquifers, northern Cascade County, Montana"},"lastModifiedDate":"2013-08-23T10:52:12","indexId":"ofr821025","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":"82-1025","title":"Appraisal of water in bedrock aquifers, northern Cascade County, Montana","docAbstract":"Suburban residential expansion of the city of Great Falls has resulted in an increased demand on water supplies from bedrock aquifers in northern Cascade County. The unconsolidated deposits aquifer of Quaternary age, including alluvium and glacial lake deposits, also is an important source of water in the area. Water levels in the Madison-Swift aquifer and all overlying aquifers, including the Quaternary deposits aquifer, reflect unconfined (water-table) conditions in the Great Falls vicinity. This interconnected hydrologic system is the result of breaching of the major anticlinal structure, by ancestral and present day erosion of drainage channels by the Missouri River and its tributaries. Significant vertical inter-aquifer mixing of water, as well as surface water/groundwater interchange, probably occurs in the central part of the study area. Characterization of the chemical composition of water in individual aquifers based on samples from wells in this area probably is unreliable because of this mixing. Quality of water from two wells in the Madison-Swift aquifer near Giant Springs is similar to water from the springs. Water from these three samples is less mineralized than most groundwater in the study area; dissolved solids concentrations for the three samples range from 516 to 550 mg/L. The quality of water varies among aquifers and throughout the study area. The ranges of dissolved solids concentrations determined by chemical analysis are Madison-Swift aquifer, about 520 to 1,570 mg/L; Morrison Formation, 908 to 1 ,480 mg/L; Kootenai Formation, 558 to 1,550 mg/L; Colorado Group , 2,690 and 2,740 mg/L (two samples); and unconsolidated Quaternary deposits, 383 to 2,060 mg/L. The chemical quality of water from the Colorado Group in the western one-third of the area generally is more mineralized than water from aquifers in the rest of the area. Specific conductance of water from eight wells completed in the Colorado Group averages 4,440 micromhos at 25 C. (Author 's abstract)","language":"ENGLISH","doi":"10.3133/ofr821025","usgsCitation":"Wilke, K., 1982, Appraisal of water in bedrock aquifers, northern Cascade County, Montana: U.S. Geological Survey Open-File Report 82-1025, iv, 33 p.; : ill., maps ; 28 cm., https://doi.org/10.3133/ofr821025.","productDescription":"iv, 33 p.; : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":169621,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a313","contributors":{"authors":[{"text":"Wilke, K.R.","contributorId":60687,"corporation":false,"usgs":true,"family":"Wilke","given":"K.R.","email":"","affiliations":[],"preferred":false,"id":238255,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48793,"text":"ofr8250 - 1982 - Methodology for Hydrologic Evaluation of a Potential Surface Mine: Loblolly Branch Basin, Tuscaloosa County, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:10:22","indexId":"ofr8250","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":"82-50","title":"Methodology for Hydrologic Evaluation of a Potential Surface Mine: Loblolly Branch Basin, Tuscaloosa County, Alabama","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr8250","usgsCitation":"Shown, L.M., Frickel, D., Miller, R., and Branson, F., 1982, Methodology for Hydrologic Evaluation of a Potential Surface Mine: Loblolly Branch Basin, Tuscaloosa County, Alabama (WRI/OFR 82-50): U.S. Geological Survey Open-File Report 82-50, vii, 93 p., https://doi.org/10.3133/ofr8250.","productDescription":"vii, 93 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":169624,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"WRI/OFR 82-50","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629fa5","contributors":{"authors":[{"text":"Shown, Lynn M.","contributorId":7326,"corporation":false,"usgs":true,"family":"Shown","given":"Lynn","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":238266,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frickel, D. G.","contributorId":11213,"corporation":false,"usgs":true,"family":"Frickel","given":"D. G.","affiliations":[],"preferred":false,"id":238267,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R.F.","contributorId":83882,"corporation":false,"usgs":true,"family":"Miller","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":238269,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Branson, F.A.","contributorId":31430,"corporation":false,"usgs":true,"family":"Branson","given":"F.A.","affiliations":[],"preferred":false,"id":238268,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":48795,"text":"ofr82694 - 1982 - Submersed aquatic vegetation in the tidal Potomac River and Estuary of Maryland, Virginia and the District of Columbia; Hydrologic data report, May, 1978 to November, 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:10:22","indexId":"ofr82694","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":"82-694","title":"Submersed aquatic vegetation in the tidal Potomac River and Estuary of Maryland, Virginia and the District of Columbia; Hydrologic data report, May, 1978 to November, 1981","language":"ENGLISH","doi":"10.3133/ofr82694","usgsCitation":"Paschal, J.E., Miller, D.R., Bartow, N.C., and Carter, V., 1982, Submersed aquatic vegetation in the tidal Potomac River and Estuary of Maryland, Virginia and the District of Columbia; Hydrologic data report, May, 1978 to November, 1981: U.S. Geological Survey Open-File Report 82-694, 220 p., https://doi.org/10.3133/ofr82694.","productDescription":"220 p.","costCenters":[],"links":[{"id":169706,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0694/report-thumb.jpg"},{"id":85626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0694/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b89","contributors":{"authors":[{"text":"Paschal, James E. Jr.","contributorId":45768,"corporation":false,"usgs":true,"family":"Paschal","given":"James","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":238272,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Darin R.","contributorId":64713,"corporation":false,"usgs":true,"family":"Miller","given":"Darin","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":238274,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bartow, Nancy C.","contributorId":56203,"corporation":false,"usgs":true,"family":"Bartow","given":"Nancy","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":238273,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Carter, Virginia","contributorId":12018,"corporation":false,"usgs":true,"family":"Carter","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":238271,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":49705,"text":"ofr82640 - 1982 - Hydrology of the Somerset area, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:11:13","indexId":"ofr82640","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":"82-640","title":"Hydrology of the Somerset area, Kentucky","language":"ENGLISH","doi":"10.3133/ofr82640","usgsCitation":"Davis, R.W., 1982, Hydrology of the Somerset area, Kentucky: U.S. Geological Survey Open-File Report 82-640, p. 47, https://doi.org/10.3133/ofr82640.","productDescription":"p. 47","costCenters":[],"links":[{"id":175579,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb19","contributors":{"authors":[{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":240129,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57242,"text":"wdrWV81A - 1982 - Water resources data, West Virginia water year 1981, Appendix - coal areas and special projects","interactions":[],"lastModifiedDate":"2025-02-26T20:04:09.912054","indexId":"wdrWV81A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WV-81-A","title":"Water resources data, West Virginia water year 1981, Appendix - coal areas and special projects","docAbstract":"The first section of this report contains data collected during the 1981 water year for the West Virginia Coal Hydrology monitoring project. Records consist of discharge and water-quality data collected at 246 sites in July, at 29 sites in August, and sediment data for 235 sites collected in July.
The second section of this report contains data collected during the period January 1978 to December 1981 for the water resources study of the Tug Fork and Twelvepole Creek basins. Records consist of physical data for 347 wells, water level data for two wells, quality analyses of water from 328 wells, and discharge, chemical and biological data for 91 sites sampled several times.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWV81A","collaboration":"Prepared in cooperation with the State of West Virginia and other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data, West Virginia water year 1981, Appendix - coal areas and special projects: U.S. Geological Survey Water Data Report WV-81-A, v, 197 p., https://doi.org/10.3133/wdrWV81A.","productDescription":"v, 197 p.","costCenters":[],"links":[{"id":184203,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/wv-81-a/report-thumb.jpg"},{"id":482436,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/wv-81-a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"West 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Virginia\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa625","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533044,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68293,"text":"ha644 - 1982 - Geohydrology of the Standing Rock Indian Reservation, North and South Dakota","interactions":[],"lastModifiedDate":"2018-03-08T13:17:42","indexId":"ha644","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"644","title":"Geohydrology of the Standing Rock Indian Reservation, North and South Dakota","docAbstract":"Effective improvement of economic and social conditions of Indians living on the Standing Rock Indian Reservation has been hampered by lack of adequate and reliable information about the quantity and quality of water supplies available for development. Compounding the problem is the recent filling of Oahe Reservoir (now Lake Oahe), which flooded about 55,000 acres of Indian land, and the consequent relocation of many residents. This report summarizes the results of a water-resources study made at the request of the U.S. Bureau of Indian Affairs. It is intended to provide some of the needed information on water supplies that could be used to alleviate the problems mentioned.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha644","usgsCitation":"Howells, L.W., 1982, Geohydrology of the Standing Rock Indian Reservation, North and South Dakota: U.S. Geological Survey Hydrologic Atlas 644, 5 Plates, https://doi.org/10.3133/ha644.","productDescription":"5 Plates","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":89717,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/644/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89718,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/644/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89716,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/644/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89719,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/644/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89720,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/644/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":186623,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -102,45.483333333333334 ], [ -102,46.5 ], [ -100.41666666666667,46.5 ], [ -100.41666666666667,45.483333333333334 ], [ -102,45.483333333333334 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a88bf","contributors":{"authors":[{"text":"Howells, Lewis W.","contributorId":17600,"corporation":false,"usgs":true,"family":"Howells","given":"Lewis","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277977,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68419,"text":"ha645 - 1982 - Dissolved-solids concentrations of ground water in the Sacramento Valley, California","interactions":[],"lastModifiedDate":"2012-02-10T00:11:12","indexId":"ha645","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"645","title":"Dissolved-solids concentrations of ground water in the Sacramento Valley, California","docAbstract":"The general quality of the ground water in the Sacramento Valley , Calif., in terms of dissolved-solids concentration is considered good for irrigation, domestic, and most other uses. This map shows the distribution of dissolved-solids concentrations and is based on about 1,330 chemical analyses collected from about 900 wells between 1974 and 1978. On the west side of the valley some of the smaller streams contribute water of higher dissolved-solids concentrations to the ground water. The sources of these waters are thought to be the upper Cretaceous Chico Formation or marine deposits of Early Cretaceous age that are exposed in the Coast Ranges. (USGS)","language":"ENGLISH","doi":"10.3133/ha645","usgsCitation":"Fogelman, R.P., 1982, Dissolved-solids concentrations of ground water in the Sacramento Valley, California: U.S. Geological Survey Hydrologic Atlas 645, 1 map :col. ;70 x 99 cm., on sheet 76 x 112 cm., folded in envelope 32 x 24 cm., https://doi.org/10.3133/ha645.","productDescription":"1 map :col. ;70 x 99 cm., on sheet 76 x 112 cm., folded in envelope 32 x 24 cm.","costCenters":[],"links":[{"id":188901,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89942,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/645/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122.75,38.083333333333336 ], [ -122.75,40.333333333333336 ], [ -120.75,40.333333333333336 ], [ -120.75,38.083333333333336 ], [ -122.75,38.083333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a1ed","contributors":{"authors":[{"text":"Fogelman, Ronald P.","contributorId":62597,"corporation":false,"usgs":true,"family":"Fogelman","given":"Ronald","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":278186,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43692,"text":"ofr82258 - 1982 - Hydrologic maps of Ogallala Aquifer, west-central Kansas, 1979-81","interactions":[],"lastModifiedDate":"2012-02-02T00:10:10","indexId":"ofr82258","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":"82-258","title":"Hydrologic maps of Ogallala Aquifer, west-central Kansas, 1979-81","docAbstract":"A mathematical technique, called kriging, was programmed for a computer to interpolate hydrologic data based on a network of measured values in west-central Kansas. The computer program generated estimated values at the center of each 1-mile section in the Western Kansas Groundwater Management District No. 1 and facilitated contouring of selected hydrologic data that are needed in the effective management of ground water for irrigation. The kriging technique produced various maps that illustrated hydrologic conditions in the Ogallala aquifer, the principal source of water in west-central Kansas. Maps of the aquifer, which use a 3-year average, included the 1979-81 water-table altitudes, which ranged from about 2,580 to 3,720 feet; the 1979-81 saturated thicknesses, which ranged from about 0 to 250 feet; and the percentage changes in saturated thickness from 1950 to 1979-81, which ranged from about a 40-percent increase to a 100-percent decrease. A map showing errors of estimate also was provided as a measure of reliability for the 1979-81 water-table altitudes. Errors of estimate ranged from 2 to 24 feet. (USGS)","language":"ENGLISH","doi":"10.3133/ofr82258","usgsCitation":"Spinazola, J.M., 1982, Hydrologic maps of Ogallala Aquifer, west-central Kansas, 1979-81: U.S. Geological Survey Open-File Report 82-258, 4 maps on 4 sheets :photocopy ;62 x 126 cm., https://doi.org/10.3133/ofr82258.","productDescription":"4 maps on 4 sheets :photocopy ;62 x 126 cm.","costCenters":[],"links":[{"id":162526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":20547,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0258/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20548,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0258/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20549,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0258/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20550,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0258/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6067a2","contributors":{"authors":[{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228566,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18910,"text":"ofr82858 - 1982 - Hydrology of area 29, Eastern Region, Interior Coal Province, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:07:32","indexId":"ofr82858","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":"82-858","title":"Hydrology of area 29, Eastern Region, Interior Coal Province, Illinois","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82858","usgsCitation":"Fitzgerald, K.K., Peters, C., and Zuehls, E., 1982, Hydrology of area 29, Eastern Region, Interior Coal Province, Illinois: U.S. Geological Survey Open-File Report 82-858, v, 70 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/ofr82858.","productDescription":"v, 70 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":95418,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0858/report.pdf","size":"21673","linkFileType":{"id":1,"text":"pdf"}},{"id":94523,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015048193042"},{"id":151499,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0858/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6021e6","contributors":{"authors":[{"text":"Fitzgerald, K. K.","contributorId":34501,"corporation":false,"usgs":true,"family":"Fitzgerald","given":"K.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":179968,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peters, C.A.","contributorId":29794,"corporation":false,"usgs":true,"family":"Peters","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":179967,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zuehls, E.E.","contributorId":19942,"corporation":false,"usgs":true,"family":"Zuehls","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":179966,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25667,"text":"wri8250 - 1982 - Methodology for hydrologic evaluation of a potential surface mine: Loblolly Branch basin, Tuscaloosa County, Alabama","interactions":[],"lastModifiedDate":"2020-11-05T21:33:26.214436","indexId":"wri8250","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-50","title":"Methodology for hydrologic evaluation of a potential surface mine: Loblolly Branch basin, Tuscaloosa County, Alabama","docAbstract":"Methodology for evaluating premining hydrology and postmining effects of mining and reclamation on the hydrology of an area is presented for a potential mine-permit area of 1,680 acres in the Warrior Coal Field, northwestern Alabama.
Information is included on climate, geology, soil-water relations, vegetation, surface water, ground water, and quality of water. Estimation techniques are used to develop data for reconstructed topography, soil-water relations, vegetation cover, peak flows, flow volumes, soil losses, and sediment yields.
Streamflow response of the basin is described by the variable-source-area concept; nearly all water moving from slopes flows through coarse-textured soils and unconsolidated sand and gravel deposits that are underlain by an impermeable clay zone. The resultant peak discharges per unit area are small to moderate, and there is very little erosion of slopes or channels. Susceptibility of the soils to compaction by heavy machines and the effects of compaction on soil-water relations are demonstrated.
Regression and empirical methods for evaluating streamflow characteristics are compared. Estimates of peak discharges made with four methods are divergent, particularly for recurrence intervals of 2, 5, and 10 years; divergence is less for 25-, 50-, and 100-year discharges.
The Universal Soil Loss Equation (USLE) and sediment-delivery ratios are used to estimate sediment yields for various land and cover conditions from premining until 20 years after reclamation would begin. A premining estimate of sediment yield made with the Universal Soil Loss Equation and a sediment-delivery ratio is about 2.5 times larger than an estimate made with the sediment rating curve-flow duration method.
Research and data needs are discussed regarding: (1) An improved understanding of the hydrology of small, very ,permeable, upland basins; (2) alternative methods for estimating streamflow and sediment yield of such basins; (3) field evaluation of permeability and erodibility of soils on reclaimed areas; and (4) better understanding of ground-water hydrology and geochemistry of the coal-bearing Pottsville Formation before and after mining.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8250","usgsCitation":"Shown, L.M., Frickel, D., Miller, R., and Branson, F., 1982, Methodology for hydrologic evaluation of a potential surface mine: Loblolly Branch basin, Tuscaloosa County, Alabama: U.S. Geological Survey Water-Resources Investigations Report 82-50, vii, 93 p., https://doi.org/10.3133/wri8250.","productDescription":"vii, 93 p.","costCenters":[],"links":[{"id":380219,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0050/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157622,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0050/report-thumb.jpg"}],"country":"United States","state":"Alabama","county":"Tuscaloosa County","otherGeospatial":"Loblolly Branch basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.5,\n 33.33333333\n ],\n [\n -87.41666667,\n 33.33333333\n ],\n [\n -87.41666667,\n 33.45\n ],\n [\n -87.5,\n 33.45\n ],\n [\n -87.5,\n 33.33333333\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629fab","contributors":{"authors":[{"text":"Shown, Lynn M.","contributorId":7326,"corporation":false,"usgs":true,"family":"Shown","given":"Lynn","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":194575,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frickel, D. G.","contributorId":11213,"corporation":false,"usgs":true,"family":"Frickel","given":"D. G.","affiliations":[],"preferred":false,"id":194576,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R.F.","contributorId":83882,"corporation":false,"usgs":true,"family":"Miller","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":194578,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Branson, F.A.","contributorId":31430,"corporation":false,"usgs":true,"family":"Branson","given":"F.A.","affiliations":[],"preferred":false,"id":194577,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":28083,"text":"wri824064 - 1982 - A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri824064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4064","title":"A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota","docAbstract":"A finite-difference digital model was used to simulate steady-state conditions of the Big Sioux aquifer in Minnehaha County. Average water levels and average base flow discharge (4.9 cu ft/s) of the Big Sioux River were based on data from 1970 through 1979. The computer model was calibrated for transient conditions by simulating monthly historic conditions for 1976. During 1976, pumpage was offset mostly by surface-water recharge to the aquifer from January through June and ground-water discharge from storage from July through December. Measured drawdowns during 1976 generally were less than 2 feet except in the Sioux Falls city well field where drawdowns were as much as 15 feet. The model was used to study the effects of increased withdrawals under three hypothetical hydrologic situations. One hypothetical situation consisted of using 1976 pumping rates, recharge, and evapotranspiration but the Big Sioux River dry. The pumping rate after 16 months was decreased by 40 percent from the actual pumping rate for that month in order to complete the monthly simulation without the storage being depleted at a nodal area. The second hypothetical situation consisted of a pumpage rate of 44.4 cubic feet per second from 60 wells spaced throughout the aquifer under historic 1976 hydrologic conditions. The results were that the aquifer could supply the additional withdrawal. The third hypothetical situation used the same hydrologic conditions as the second except that recharge was zero and the Big Sioux River was dry downstream from row 54. After 18 monthly simulations, the pumping rate was decreased by 44 percent to prevent pumping wells from depleting the aquifer, and, at that rate, 63 percent of the water being pumped was being replaced by water from the river. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824064","usgsCitation":"Koch, N., 1982, A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 82-4064, vii, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824064.","productDescription":"vii, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123457,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4064/report-thumb.jpg"},{"id":56903,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed20","contributors":{"authors":[{"text":"Koch, N.C.","contributorId":67529,"corporation":false,"usgs":true,"family":"Koch","given":"N.C.","email":"","affiliations":[],"preferred":false,"id":199191,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29742,"text":"wri8227 - 1982 - Water information for northwestern Missouri: A planning document","interactions":[],"lastModifiedDate":"2017-12-06T14:06:55","indexId":"wri8227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-27","title":"Water information for northwestern Missouri: A planning document","docAbstract":"Water supplies are limited in much of northwestern Missouri, and water-resources data also are limited. This report presents a summary of hydrologic data and an evaluation of areas where additional hydrologic data are needed to provide a data base suitable for use in making decisions regarding future water development.
The largest and most dependable surface-water supplies that can be obtained without storage from tributary streams, as indicated by the 30-day low flow with recurrence interval of 10 years, potentially are available from the lower Grand River (15 to 30 million gallons per day) and the Nodaway and Chariton Rivers (5 to 10 million gallons per day). Flow of the Missouri River is greater than 1,300 million gallons per day at all points in Missouri. Surface water is primarily a calcium bicarbonate
type with dissolved-solids concentration less than 400 milligrams per liter.
Sources of water in surficial deposits are the Missouri River alluvium (well yields as much as 2,000 gallons per minute), glacial drift (well yields of 30 to 500 gallons per minute), and alluvium of tributary streams (well yields exceed 50 gallons per minute in large basins). The Pennsylvanian bedrock yields only a few gallons per minute to wells. The Cambrian and Ordovician formations are not evaluated because data are few, and there are no water wells open to these units. Water from the alluvium is a hard, calcium bicarbonate type that commonly has relatively large iron concentrations and typically has dissolved-solids concentrations of less than 500 milligrams per liter. Water from the glacial-drift and bedrock generally is a mixed calcium bicarbonate sodium sulfate type, is hard, has relatively large iron concentrations, and some of it is classified as saline.
Areas where additional hydrologic data are needed to provide a data base suitable for use in making decisions regarding future water development include the lower Grand and Thompson River basins, the Missouri River alluvial aquifer, the Nodaway-Tarkio-One Hundred and Two River basins, the Chariton River basin, and the 19 counties where surface-mineable coal reserves make coal-related industrial expansion possible.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8227","usgsCitation":"Skelton, J., Harvey, E.J., and Miller, D.E., 1982, Water information for northwestern Missouri: A planning document: U.S. Geological Survey Water-Resources Investigations Report 82-27, iii, 58 p., https://doi.org/10.3133/wri8227.","productDescription":"iii, 58 p.","costCenters":[],"links":[{"id":160066,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0027/report-thumb.jpg"},{"id":349815,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.7843017578125,\n 40.588928169693745\n ],\n [\n -94.68017578125,\n 39.0533181067413\n ],\n [\n -91.99951171875,\n 38.56964280859044\n ],\n [\n -92.30712890625,\n 40.59727063442024\n ],\n [\n -95.7843017578125,\n 40.588928169693745\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1b2","contributors":{"authors":[{"text":"Skelton, John","contributorId":70392,"corporation":false,"usgs":true,"family":"Skelton","given":"John","email":"","affiliations":[],"preferred":false,"id":202044,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harvey, Edward Joseph","contributorId":32131,"corporation":false,"usgs":true,"family":"Harvey","given":"Edward","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":202043,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, Don E.","contributorId":29485,"corporation":false,"usgs":true,"family":"Miller","given":"Don","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202042,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":42337,"text":"ofr82100 - 1982 - Altitude and configuration of the 1980 water table in the High Plains regional aquifer, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2018-11-05T11:27:09","indexId":"ofr82100","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":"82-100","title":"Altitude and configuration of the 1980 water table in the High Plains regional aquifer, northwestern Oklahoma","docAbstract":"The High Plains aquifer in Oklahoma is part of a regional aquifer system extending from South Dakota on the north through Wyoming, Colorado Nebraska Kansas, and Oklahoma to Texas and New Mexico on the south (index map) . The principal aquifer, the Ogallala Formation of Tertiary age, is hydraulically connected with other unconsolidated . deposits, principally of Quaternary age . Alluvium and terrace deposits in hydrologic continuity with the Qgallala are included in the High Plains aquifer in Oklahoma. Parts of the underlying bedrock also are hydraulically connected with the Ogallala. The High Plains aquifer in Oklahoma has been eroded on the west, exposing underlying rocks of Cretaceous age, and on the east, exposing rocks of Permian age.
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.
The altitude and configuration of the water table are shown for the eastern area, consisting of Harper, Ellis, Woodward, Dewey, and Roger Mills Counties (sheet 1), and for the Panhandle area, consisting of Cimarron, Texas, and Beaver Counties (sheet 2). Water levels were measured in January, February, and March 1980 by the Oklahoma Water Resources Board.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82100","usgsCitation":"Havens, J., 1982, Altitude and configuration of the 1980 water table in the High Plains regional aquifer, northwestern Oklahoma: U.S. Geological Survey Open-File Report 82-100, 2 maps: 24.34 x 35.54 inches and 46.69 x 18.13 inches, https://doi.org/10.3133/ofr82100.","productDescription":"2 maps: 24.34 x 35.54 inches and 46.69 x 18.13 inches","costCenters":[],"links":[{"id":135397,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0100/report-thumb.jpg"},{"id":359165,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0100/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359164,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0100/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oklahoma","otherGeospatial":"High Plains regional aquifer","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-100.9441,36.9988],[-100.6337,36.9986],[-100.1079,36.9983],[-100.0902,36.9983],[-100.0024,36.9985],[-100.0009,36.9985],[-99.5399,36.9998],[-99.4516,37],[-99.4423,36.9923],[-99.4371,36.9874],[-99.4364,36.9783],[-99.43,36.962],[-99.4253,36.9498],[-99.4132,36.9353],[-99.4051,36.929],[-99.397,36.9217],[-99.3947,36.9159],[-99.3935,36.91],[-99.3865,36.9055],[-99.3697,36.8815],[-99.3536,36.8711],[-99.3346,36.8657],[-99.3236,36.8599],[-99.3144,36.8608],[-99.3138,36.8594],[-99.3138,36.8572],[-99.3167,36.8549],[-99.3184,36.8535],[-99.3201,36.8508],[-99.3207,36.8485],[-99.3207,36.8435],[-99.3114,36.8291],[-99.2999,36.815],[-99.2958,36.8096],[-99.2878,36.806],[-99.2797,36.8019],[-99.2751,36.8001],[-99.2687,36.7938],[-99.2578,36.7893],[-99.2394,36.7898],[-99.2314,36.7898],[-99.2193,36.7875],[-99.209,36.7916],[-99.2038,36.7916],[-99.1911,36.7899],[-99.1705,36.7876],[-99.1572,36.7854],[-99.1475,36.7795],[-99.1377,36.7727],[-99.1302,36.7654],[-99.1239,36.7596],[-99.1147,36.7559],[-99.1089,36.7559],[-99.1043,36.7519],[-99.1032,36.7491],[-99.0968,36.7396],[-99.094,36.7328],[-99.0842,36.7242],[-99.0785,36.7201],[-99.0658,36.7161],[-99.0555,36.7047],[-99.0486,36.6984],[-99.0486,36.6893],[-99.0428,36.6775],[-99.0279,36.663],[-99.025,36.654],[-99.0222,36.6454],[-99.0141,36.639],[-99.0032,36.629],[-98.9918,36.6181],[-98.9729,36.6027],[-98.9593,36.5992],[-98.9604,36.507],[-98.9611,36.4779],[-98.9606,36.247],[-98.9562,36.2469],[-98.9565,36.1587],[-99.382,36.1645],[-99.3806,36.0719],[-99.3809,36.017],[-99.3808,35.8991],[-99.374,35.8991],[-99.3736,35.8111],[-99.3763,35.67],[-99.3751,35.5497],[-99.3751,35.5488],[-99.3627,35.5489],[-99.3631,35.508],[-99.5755,35.5085],[-99.576,35.42],[-100.0009,35.4223],[-100.0014,35.4558],[-100.0011,35.6197],[-100.001,35.64],[-100.0015,35.8008],[-100.0015,35.8782],[-100.0015,35.9478],[-100.002,36.0539],[-100.0025,36.1891],[-100.003,36.3134],[-100.0031,36.3348],[-100.0038,36.4998],[-100.1458,36.4998],[-100.3204,36.4999],[-100.5459,36.4994],[-100.7022,36.5],[-100.8939,36.4998],[-100.9524,36.4998],[-101.0908,36.5003],[-101.6255,36.5025],[-101.87,36.5034],[-102.1618,36.5004],[-103.0007,36.5013],[-103.0007,36.5905],[-103.0007,36.6732],[-103.0007,36.7643],[-103.0008,36.9341],[-103.0009,36.999],[-102.7973,36.9988],[-102.7859,36.9988],[-102.7808,36.9986],[-102.7016,36.9958],[-102.6943,36.9957],[-102.6757,36.9956],[-102.5627,36.9962],[-102.5372,36.9963],[-102.5034,36.9963],[-102.4775,36.9963],[-102.4577,36.9961],[-102.3931,36.9955],[-102.351,36.9951],[-102.3247,36.9948],[-102.0423,36.9922],[-102.0417,36.9922],[-102.0281,36.9925],[-101.9881,36.9925],[-101.918,36.9929],[-101.5552,36.9951],[-101.544,36.9952],[-101.2679,36.9967],[-101.0671,36.9978],[-100.9536,36.9988],[-100.9441,36.9988]]]},\"properties\":{\"name\":\"Beaver\",\"state\":\"OK\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686a3a","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":226318,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":42569,"text":"ofr82760 - 1982 - Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2017-09-29T08:09:44","indexId":"ofr82760","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":"82-760","title":"Saturated thickness of the High Plains regional aquifer in 1980, 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\nThe 1980 saturated thickness of the High Plains regional aquifer in Oklahoma is shown for the eastern area (plate 1), consisting of Harper, Ellis, Woodward, Dewey, and Roger Mills Counties, and for the Panhandle area (plate 2), consisting of Cimarron, Texas, and Beaver Counties.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82760","usgsCitation":"Havens, J., 1982, Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma: U.S. Geological Survey Open-File Report 82-760, 2 Plates: 24.15 x 35.67 inches and 46.57 x 17.35 inches, https://doi.org/10.3133/ofr82760.","productDescription":"2 Plates: 24.15 x 35.67 inches and 46.57 x 17.35 inches","costCenters":[],"links":[{"id":346202,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0760/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":346203,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0760/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168758,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0760/report-thumb.jpg"}],"country":"United States","state":"Oklahoma","otherGeospatial":"High Plains Regional Aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -103.0023193359375,\n 36.99816565700228\n ],\n [\n -103.0078125,\n 36.49638952000399\n ],\n [\n -100.008544921875,\n 36.50963615733049\n ],\n [\n -99.99755859375,\n 35.38457160381764\n ],\n [\n -99.151611328125,\n 35.38457160381764\n ],\n [\n -99.151611328125,\n 37.00255267215955\n ],\n [\n -103.0023193359375,\n 36.99816565700228\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdbcc","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":226729,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43040,"text":"ofr82120 - 1982 - Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida","interactions":[],"lastModifiedDate":"2022-04-15T17:45:10.428533","indexId":"ofr82120","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":"82-120","title":"Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida","docAbstract":"Potable ground water in the Naples area along the coastal ridge of western Collier County, Florida, is available from two principal sources-the water-table zone and the pumped zone, both within the surficial aquifer. The primary source of public supply is from the pumped zone, locally known as the Coastal Ridge aquifer. Water levels in wells in the pumped zone respond rapidly to pumpage and usually indicate a cone of depression in most of the highly urbanized Naples area. The cone of depression caused by pumpage has created significant water-level differences between the water-table zone and pumped zone. Water-level differences in the two zones from 1975 to 1979 frequently exceed 10 feet. The maps have been drawn to be representative of hydrologic conditions in both zones for the wet and dry seasons from 1975-79.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82120","collaboration":"Prepared in cooperation with Collier County","usgsCitation":"Buchmiller, R., 1982, Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida: U.S. Geological Survey Open-File Report 82-120, 2 Plates: 36.64 x 25.00 inches and 37.02 x 25.10 inches, https://doi.org/10.3133/ofr82120.","productDescription":"2 Plates: 36.64 x 25.00 inches and 37.02 x 25.10 inches","costCenters":[],"links":[{"id":398846,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0120/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398845,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0120/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397220,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13663.htm"},{"id":176195,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0120/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Naples","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.815185546875,\n 25.975329851614575\n ],\n [\n -81.57623291015625,\n 25.975329851614575\n ],\n [\n -81.57623291015625,\n 26.305726417424278\n ],\n [\n -81.815185546875,\n 26.305726417424278\n ],\n [\n -81.815185546875,\n 25.975329851614575\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d24","contributors":{"authors":[{"text":"Buchmiller, R.C.","contributorId":59458,"corporation":false,"usgs":true,"family":"Buchmiller","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":227623,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47139,"text":"ofr801282 - 1982 - Flood of September 16, 1975 in the Guayanilla Valley, Puerto Rico","interactions":[],"lastModifiedDate":"2023-06-05T19:50:10.602004","indexId":"ofr801282","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":"80-1282","title":"Flood of September 16, 1975 in the Guayanilla Valley, Puerto Rico","docAbstract":"This report provides hydrologic and hydraulic information related to the flood of September 16, 1975 in the Guayanilla Valley. The information presented is a compilation of data recovered by the U.S. Geological Survey, and information provided by the residents in the study area.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801282","collaboration":"Prepared in cooperation with the Puerto Rico Department of Natural Resources","usgsCitation":"Johnson, K.G., 1982, Flood of September 16, 1975 in the Guayanilla Valley, Puerto Rico: U.S. Geological Survey Open-File Report 80-1282, 1 Plate: 41.41 x 36.37 inches, https://doi.org/10.3133/ofr801282.","productDescription":"1 Plate: 41.41 x 36.37 inches","costCenters":[],"links":[{"id":417763,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1282/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169378,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1282/report-thumb.jpg"}],"scale":"20000","country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -67.33054839621207,\n 18.582631166666303\n ],\n [\n -67.33054839621207,\n 17.84788950213283\n ],\n [\n -65.28636165453952,\n 17.84788950213283\n ],\n [\n -65.28636165453952,\n 18.582631166666303\n ],\n [\n -67.33054839621207,\n 18.582631166666303\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eebfc","contributors":{"authors":[{"text":"Johnson, Karl G.","contributorId":7680,"corporation":false,"usgs":true,"family":"Johnson","given":"Karl","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":234694,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48776,"text":"ofr82503 - 1982 - Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:10:21","indexId":"ofr82503","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":"82-503","title":"Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1981","language":"ENGLISH","doi":"10.3133/ofr82503","usgsCitation":"Tomaszewski, D., 1982, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1981: U.S. Geological Survey Open-File Report 82-503, 186 p. : ill., map ; 29 x 40 cm., https://doi.org/10.3133/ofr82503.","productDescription":"186 p. : ill., map ; 29 x 40 cm.","costCenters":[],"links":[{"id":169995,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606715","contributors":{"authors":[{"text":"Tomaszewski, D.J.","contributorId":67928,"corporation":false,"usgs":true,"family":"Tomaszewski","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":238225,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":55217,"text":"wdrIA811 - 1982 - Water resources data Iowa, water year 1981","interactions":[],"lastModifiedDate":"2016-03-02T14:56:10","indexId":"wdrIA811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"IA-81-1","title":"Water resources data Iowa, water year 1981","docAbstract":"This report was prepared by personnel of the Iowa district of the Water Resources Division of the U.S. Geological Survey under the supervision of 0. G. Lara, Acting District Chief, and Alfred Clebsch, Jr., Regional Hydrologist, Central Region. It was done in cooperation with the State of Iowa and with other agencies.
\nThis report is one of a series issued by Iowa. General direction for the series is by Philip Cohen, Jr., Chief Hydrologist, U. S. Geological Survey, and R. J. Dingman, Assistant Chief Hydrologist for Scientific Publications and Data Management.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wdrIA811","collaboration":"Prepared in cooperation with the Iowa Geological Survey and with other State and Federal agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data Iowa, water year 1981: U.S. Geological Survey Water Data Report IA-81-1, x, 252 p., https://doi.org/10.3133/wdrIA811.","productDescription":"x, 252 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":174397,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/ia-81-1/report-thumb.jpg"},{"id":87934,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/ia-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Wildlife Service","usgsCitation":"Bailey, R.G., and Cushwa, C.T., 1982, Ecoregion, land-surface form, and hydrologic unit maps of the U.S: FWS/OBS 82/09, 3 maps on 3 sheets : one col.; sheets 62 x 94 cm. or smaller, folded to 28 x 23 cm., in envelope 30 x 24 cm.","productDescription":"3 maps on 3 sheets : one col.; sheets 62 x 94 cm. or smaller, folded to 28 x 23 cm., in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":180939,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db6259da","contributors":{"authors":[{"text":"Bailey, Robert G. (compiler)","contributorId":29061,"corporation":false,"usgs":true,"family":"Bailey","given":"Robert","suffix":"(compiler)","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":255589,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cushwa, Charles T.","contributorId":44207,"corporation":false,"usgs":true,"family":"Cushwa","given":"Charles","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":255590,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68529,"text":"ha655 - 1982 - Flood of April 1979 on Pearl River in Jackson, Mississippi and vicinity","interactions":[],"lastModifiedDate":"2012-02-10T00:11:28","indexId":"ha655","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"655","title":"Flood of April 1979 on Pearl River in Jackson, Mississippi and vicinity","language":"ENGLISH","doi":"10.3133/ha655","usgsCitation":"Carroon, L., 1982, Flood of April 1979 on Pearl River in Jackson, Mississippi and vicinity: U.S. Geological Survey Hydrologic Atlas 655, 2 maps :col. ;35 x 101 cm., folded in envelope 31 x 25 cm., https://doi.org/10.3133/ha655.","productDescription":"2 maps :col. ;35 x 101 cm., folded in envelope 31 x 25 cm.","costCenters":[],"links":[{"id":185711,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90131,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/655/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90132,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/655/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -90.33333333333333,32.15 ], [ -90.33333333333333,32.43333333333333 ], [ -90,32.43333333333333 ], [ -90,32.15 ], [ -90.33333333333333,32.15 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eefcb","contributors":{"authors":[{"text":"Carroon, L.E.","contributorId":29880,"corporation":false,"usgs":true,"family":"Carroon","given":"L.E.","affiliations":[],"preferred":false,"id":278403,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25462,"text":"wri8223 - 1982 - Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin","interactions":[],"lastModifiedDate":"2023-12-13T22:19:53.342114","indexId":"wri8223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-23","title":"Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin","docAbstract":"The primary effects of a floodwater-retarding structure (FRS) on the streamflow of Trout Creek, Wisconsin, are attenuation of flood peaks and extension of the time base of flood hydrographs. Reduction of flood peaks ranged from 58 to 91 percent during the study period from 1975 to 1979.
\nThere is an inverse relation between sediment concentration and outflow from the FRS during floods. As water went into storage in the flood pool in March 1976, the daily-mean total-sediment concentration in the FRS outflow dropped from 562 to 147 milligrams per liter. Sediment concentration subsequently increased to 809 milligrams per liter as the discharge from the FRS dropped; concentrations remained more than 400 milligrams per liter for several weeks thereafter. Most sediment stored in the flood pool during flood flows is released from the reservoir during subsequent reduced discharge. Sediment trapping efficiency of the FRS was about 7 percent for the 4-year period of the study.
\nThe bankfull capacity of the channel was reduced from 154 cubic feet per second upstream from the flood pool of the FRS to 65 cubic feet per second just downstream from the FRS. This latter discharge corresponds closely to the normal FRS outflow of 58 to 71 cubic feet per second during floods. Mean bankfull depth downstream from the FRS has adjusted to a value 45 percent less than upstream from the structure due to sedimentation of materials transported from the FRS during reduced flows. The hydraulic geometry and relationships between channel geometry and drainage area indicate little effect of the FRS near the mouth of Trout Creek, 2.4 miles downstream from the FRS. The arthropod fauna of Trout Creek is large and diverse. No effects of the FRS on these fauna were observed from April 1975 to October 1979.
\nFrom fall 1975 to winter 1978, the most important factor contributing to increased brown trout egg survival and fry emergence in Trout Creek during a single reproductive season is higher water temperatures in the upper reaches of the stream. The FRS was not found to have any significant effect on trout reproduction during that period.
\nFrom 1960 to 1979, winter floods seem to have had the greatest adverse effect on the survival of brown trout eggs and sac fry. Although construction of the FRS has eliminated some spawning gravels in the flood pool owing to sedimentation, the wild trout have adapted by using spawning grounds above the flood pool more extensively and intensively. The FRS has not blocked the upstream migration of spawning trout, but it has eliminated similar migrations of fish that compete with and prey on the trout. Controlled streamflows downstream from the FRS have had a stabilizing influence on the limited trout reproduction in this region.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8223","collaboration":"Prepared in cooperation wit the Wisconsin Department of Natural Resources","usgsCitation":"Baima, S., Graczyk, D.J., Field, S.J., Wentz, D.A., Hilsenhoff, W.L., Avery, E.L., and Brynildson, O.M., 1982, Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 82-23, vi, 68 p., https://doi.org/10.3133/wri8223.","productDescription":"vi, 68 p.","numberOfPages":"76","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":423548,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35522.htm","linkFileType":{"id":5,"text":"html"}},{"id":123564,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0023/report-thumb.jpg"},{"id":54192,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","otherGeospatial":"Trout Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.00720977783203,\n 43.00941729870574\n ],\n [\n -90.00720977783203,\n 43.15760973366244\n ],\n [\n -89.86026763916016,\n 43.15760973366244\n ],\n [\n -89.86026763916016,\n 43.00941729870574\n ],\n [\n -90.00720977783203,\n 43.00941729870574\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624ab3","contributors":{"editors":[{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":890148,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Graczyk, David J.","contributorId":208789,"corporation":false,"usgs":false,"family":"Graczyk","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890149,"contributorType":{"id":2,"text":"Editors"},"rank":2}],"authors":[{"text":"Baima, Steve","contributorId":332431,"corporation":false,"usgs":false,"family":"Baima","given":"Steve","email":"","affiliations":[],"preferred":false,"id":890150,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Graczyk, David J.","contributorId":208789,"corporation":false,"usgs":false,"family":"Graczyk","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890151,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Field, Stephen J.","contributorId":53800,"corporation":false,"usgs":true,"family":"Field","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890152,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":890153,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hilsenhoff, William L.","contributorId":332432,"corporation":false,"usgs":false,"family":"Hilsenhoff","given":"William","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":890154,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Avery, Eddie L.","contributorId":332433,"corporation":false,"usgs":false,"family":"Avery","given":"Eddie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":890155,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Brynildson, O. M.","contributorId":332434,"corporation":false,"usgs":false,"family":"Brynildson","given":"O.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":890156,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}} ,{"id":40604,"text":"wri811103 - 1982 - Chloride Concentration in Water from the Upper Permeable Zone of the Tertiary Limestone Aquifer System, Southeastern United States","interactions":[],"lastModifiedDate":"2012-02-10T00:10:10","indexId":"wri811103","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-1103","title":"Chloride Concentration in Water from the Upper Permeable Zone of the Tertiary Limestone Aquifer System, Southeastern United States","docAbstract":"INTRODUCTION\r\n\r\nThe tertiary limestone aquifer system of the southeastern United States is a sequence of carbonate rocks referred to as the Floridan aquifer in Florida and the principal artesian aquifer in Georgia, Alabama, and South Carolina. More than 3 billion gallons of water are pumped daily from the limestone aquifer; and the system is the principal source of municipal, industrial, and agricultural water supply in south Georgia and most of Florida.\r\n\r\nThe aquifer system includes units of Paleocene to early Miocene age that combine to form a continuous carbonate sequence that is hydraulically connected in varying degrees. In a small area near Brunswick, Ga., a thin sequence of rocks of Late Cretaceous age is part of the system. In and directly downdip from much of the outcrop area, the system consists of one continuous permeable unit. Further downdip the aquifer system generally consists of two major permeable zones separated by a less-permeable unit of highly variable hydraulic properties (very leaky to virtually nonleaky). Conditions for the system vary from unconfined to confined depending upon whether the argillaceous Miocene and younger rocks that form the upper confining unit have been removed by erosion.\r\n\r\nThis report is one of a series of preliminary products depicting the hydrogeologic framework, water chemistry, and hydrology of the aquifer system. The map shows the distribution of chloride ions in water from the upper permeable zone of the limestone aquifer system. The upper permeable zone consists of several formations, primarily the Tampa, Suwannee, Ocala, and Avon Park Limestones (Miller 1981a, b).\r\n\r\nChloride concentrations of water within the upper permeable zone vary from nearly zero in recharge areas to many thousands of milligrams per liter (mg/L) in coastal discharge areas. Where the aquifer system discharges into the sea, the upper permeable zone contains increasing amounts of seawater. In these areas, wells that fully penetrate the upper permeable zone will yield water with chloride concentrations that approach that of seawater, about 19500 mg/L.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri811103","usgsCitation":"Sprinkle, C.L., 1982, Chloride Concentration in Water from the Upper Permeable Zone of the Tertiary Limestone Aquifer System, Southeastern United States (WRI/OFR 81-1103): U.S. Geological Survey Water-Resources Investigations Report 81-1103, Map: 35 x 44 inches, https://doi.org/10.3133/wri811103.","productDescription":"Map: 35 x 44 inches","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":173490,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1103/report-thumb.jpg"},{"id":91349,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1103/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -89,24 ], [ -89,34 ], [ -80,34 ], [ -80,24 ], [ -89,24 ] ] ] } } ] }","edition":"WRI/OFR 81-1103","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e2616","contributors":{"authors":[{"text":"Sprinkle, Craig L.","contributorId":41802,"corporation":false,"usgs":true,"family":"Sprinkle","given":"Craig","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":223595,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":7140,"text":"ofr82589 - 1982 - Field, model, and computer simulation study of some aspects of the origin and distribution of Colorado Plateau-type uranium deposits","interactions":[],"lastModifiedDate":"2012-02-02T00:06:08","indexId":"ofr82589","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":"82-589","title":"Field, model, and computer simulation study of some aspects of the origin and distribution of Colorado Plateau-type uranium deposits","docAbstract":"Numerous hypotheses have been proposed to account for the nature and distribution of tabular uranium and vanadium-uranium deposits of the Colorado Plateau. In one of these hypotheses it is suggested that the deposits resulted from geochemical reactions at the interface between a relatively stagnant groundwater solution and a dynamic, ore-carrying groundwater solution which permeated the host sandstones (Shawe, 1956; Granger, et al., 1961; Granger, 1968, 1976; and Granger and Warren, 1979). The study described here was designed to investigate some aspects of this hypothesis, particularly the nature of fluid flow in sands and sandstones, the nature and distribution of deposits, and the relations between the deposits and the host sandstones. \r\n\r\nThe investigation, which was divided into three phases, involved physical model, field, and computer simulation studies. During the initial phase of the investigation, physical model studies were conducted in porous-media flumes. These studies verified the fact that humic acid precipitates could form at the interface between a humic acid solution and a potassium aluminum sulfate solution and that the nature and distribution of these precipitates were related to flow phenomena and to the nature and distribution of the host porous-media. During the second phase of the investigation field studies of permeability and porosity patterns in Holocene stream deposits were investigated and the data obtained were used to design more realistic porous media models. These model studies, which simulated actual stream deposits, demonstrated that precipitates possess many characteristics, in terms of their nature and relation to host sandstones, that are similar to ore deposits of the Colorado Plateau. \r\n\r\nThe final phase of the investigation involved field studies of actual deposits, additional model studies in a large indoor flume, and computer simulation studies. The field investigations provided an up-to-date interpretation of the depositional environments of the host sandstones in the Slick Rock District and data on the nature and distribution of the ore deposits which are found to be directly related to the architecture of the host sandstones which acted as conduits for the transport of mineralized groundwaters. Large-scale model studies, designed to simulate Grants Mineral Belt deposits, demonstrated that precipitates had characteristics similar to those of actual uranium deposits and data obtained from these studies strongly supported the hypothesis that the ores formed soon after deposition of the host sandstones and that their distribution was largely controlled by permeability and porosity patterns established at the time of deposition of the host sandstones. \r\n\r\nA numerical model was developed during the second and third stages of the investigation that can predict favorable locations for mineralization given sufficient data on porosity, hydraulic conductivity, the distribution and thickness of sandstone hosts, and an estimate of the initial hydrologic conditions. The model was successfully tested using data from the Slick Rock District.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82589","usgsCitation":"Ethridge, F., Sunada, D., Tyler, N., and Andrews, S., 1982, Field, model, and computer simulation study of some aspects of the origin and distribution of Colorado Plateau-type uranium deposits: U.S. Geological Survey Open-File Report 82-589, 56 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82589.","productDescription":"56 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":141542,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0589/report-thumb.jpg"},{"id":34446,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0589/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49bde4b07f02db5d0bc1","contributors":{"authors":[{"text":"Ethridge, F.G.","contributorId":42211,"corporation":false,"usgs":true,"family":"Ethridge","given":"F.G.","email":"","affiliations":[],"preferred":false,"id":154448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sunada, D.K.","contributorId":87940,"corporation":false,"usgs":true,"family":"Sunada","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":154449,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tyler, Noel","contributorId":16010,"corporation":false,"usgs":true,"family":"Tyler","given":"Noel","email":"","affiliations":[],"preferred":false,"id":154447,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Andrews, Sarah","contributorId":104059,"corporation":false,"usgs":true,"family":"Andrews","given":"Sarah","email":"","affiliations":[],"preferred":false,"id":154450,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ]}