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T.","contributorId":72382,"corporation":false,"usgs":true,"family":"Dillon","given":"J.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":259392,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":58458,"text":"mf1620B - 1988 - Geologic map of the Welcome Creek Wilderness and vicinity, Granite, Missoula, and Ravalli counties, Montana","interactions":[],"lastModifiedDate":"2012-02-10T00:10:17","indexId":"mf1620B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1620","chapter":"B","title":"Geologic map of the Welcome Creek Wilderness and vicinity, Granite, Missoula, and Ravalli counties, Montana","language":"ENGLISH","doi":"10.3133/mf1620B","usgsCitation":"Lidke, D., Wallace, C.A., Zarske, S.E., MacLeod, N.S., and Broeker, L., 1988, Geologic map of the Welcome Creek Wilderness and vicinity, Granite, Missoula, and Ravalli counties, Montana: U.S. Geological Survey Miscellaneous Field Studies Map 1620, 1 map ;56 x 77 cm., on sheet 101 x 115 cm., folded in envelope 31 x 24 cm., https://doi.org/10.3133/mf1620B.","productDescription":"1 map ;56 x 77 cm., on sheet 101 x 115 cm., folded in envelope 31 x 24 cm.","costCenters":[],"links":[{"id":183858,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":106095,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_7511.htm","linkFileType":{"id":5,"text":"html"},"description":"7511"}],"scale":"50000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114,46.5 ], [ -114,46.75 ], [ -113.5,46.75 ], [ -113.5,46.5 ], [ -114,46.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689d88","contributors":{"authors":[{"text":"Lidke, D. J.","contributorId":10857,"corporation":false,"usgs":true,"family":"Lidke","given":"D. J.","affiliations":[],"preferred":false,"id":259304,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wallace, C. A.","contributorId":15596,"corporation":false,"usgs":true,"family":"Wallace","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":259305,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zarske, S. E.","contributorId":6121,"corporation":false,"usgs":true,"family":"Zarske","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":259303,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"MacLeod, N. S.","contributorId":55816,"corporation":false,"usgs":true,"family":"MacLeod","given":"N.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":259307,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Broeker, L.D.","contributorId":43041,"corporation":false,"usgs":true,"family":"Broeker","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":259306,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":27447,"text":"wri884125 - 1988 - Simulation of quantity and quality of storm runoff for urban catchments in Fresno, California","interactions":[],"lastModifiedDate":"2022-08-02T21:21:02.881966","indexId":"wri884125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4125","title":"Simulation of quantity and quality of storm runoff for urban catchments in Fresno, California","docAbstract":"Rainfall-runoff models were developed for a multiple-dwelling residential catchment (2 applications), a single-dwelling residential catchment, and a commercial catchment in Fresno, California, using the U.S. Geological Survey Distributed Routing Rainfall-Runoff Model (DR3M-II). A runoff-quality model also was developed at the commercial catchment using the Survey 's Multiple-Event Urban Runoff Quality model (DR3M-qual). The purpose of this study was: (1) to demonstrate the capabilites of the two models for use in designing storm drains, estimating the frequency of storm runoff loads, and evaluating the effectiveness of street sweeping on an urban drainage catchment; and (2) to determine the simulation accuracies of these models. Simulation errors of the two models were summarized as the median absolute deviation in percent (mad) between measured and simulated values. Calibration and verification mad errors for runoff volumes and peak discharges ranged from 14 to 20%. The estimated annual storm-runoff loads, in pounds/acre of effective impervious area, that could occur once every hundred years at the commercial catchment was 95 for dissolved solids, 1.6 for the dissolved nitrite plus nitrate, 0.31 for total recoverable lead, and 120 for suspended sediment. Calibration and verification mad errors for the above constituents ranged from 11 to 54%.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884125","usgsCitation":"Guay, J.R., and Smith, P.E., 1988, Simulation of quantity and quality of storm runoff for urban catchments in Fresno, California: U.S. Geological Survey Water-Resources Investigations Report 88-4125, vi, 76 p., https://doi.org/10.3133/wri884125.","productDescription":"vi, 76 p.","costCenters":[],"links":[{"id":56305,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4125/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":404716,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47039.htm","linkFileType":{"id":5,"text":"html"}},{"id":158019,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4125/report-thumb.jpg"}],"country":"United States","state":"California","city":"Fresno","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.93087768554686,\n 36.64307970866717\n ],\n [\n -119.58343505859374,\n 36.64307970866717\n ],\n [\n -119.58343505859374,\n 36.938916182818595\n ],\n [\n -119.93087768554686,\n 36.938916182818595\n ],\n [\n -119.93087768554686,\n 36.64307970866717\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b44c0","contributors":{"authors":[{"text":"Guay, J. R.","contributorId":108127,"corporation":false,"usgs":true,"family":"Guay","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198133,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, P. E.","contributorId":42951,"corporation":false,"usgs":true,"family":"Smith","given":"P.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198132,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28422,"text":"wri884034 - 1988 - Hydrogeologic setting, water levels, and quality of water from supply wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina","interactions":[],"lastModifiedDate":"2022-01-12T20:50:10.025207","indexId":"wri884034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4034","title":"Hydrogeologic setting, water levels, and quality of water from supply wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina","docAbstract":"The Marine Corps Air Station is located in the Coastal Plain province of North Carolina. Four freshwater aquifers of sand and limestone underlie the area to a depth of about 500 feet. Saline water occurs below this depth. The aquifers are separated by three confining units that are thin and discontinuous in the southern part. Water supply is obtained from 195- to 330 feet wells in the Castle Hayne aquifer. Many wells are near landfills that have received hazardous wastes. Groundwater withdrawals have reduced hydraulic heads in the Castle Hayne some 20 feet around active production wells, creating potential for downward movement of contaminated water from the surface and for upward movement of saline water that occurs at depth. Chemical analyses of water from the Castle Hayne aquifer indicate median concentrations of iron and manganese are 0.78 and 0.08 milligrams per liter, respectively, and lead and (or) nickel exceed drinking water standards in three wells. Chloride increased from 10 to more than 40 milligrams per liter in the deepest operating well over a 45-year period. Benzene concentrations range from 0.5 to 1.9 milligrams per liter in the southern part of the Air Station but were below the 5 milligrams per liter maximum contaminant level for drinking water. Fatty acids were found in concentrations as much as 28 micrograms per liter in water from wells in an area centered around the intersection of Roosevelt Boulevard and Slocum Road. Resampling is needed to verify all constituents that indicate contamination.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884034","usgsCitation":"Lloyd, O.B., and Daniel, C.C., 1988, Hydrogeologic setting, water levels, and quality of water from supply wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 88-4034, Report: iv, 76 p.; 1 Plate: 16.72 × 8.74 inches, https://doi.org/10.3133/wri884034.","productDescription":"Report: iv, 76 p.; 1 Plate: 16.72 × 8.74 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":394273,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46957.htm"},{"id":57222,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4034/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126672,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4034/report-thumb.jpg"},{"id":57223,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Cherry Point","otherGeospatial":"US Marine Corps Air Station","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.9444,\n 34.875\n ],\n [\n -76.85,\n 34.875\n ],\n [\n -76.85,\n 34.961\n ],\n [\n -76.9444,\n 34.9611\n ],\n [\n -76.9444,\n 34.875\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db627897","contributors":{"authors":[{"text":"Lloyd, O. B. Jr.","contributorId":97932,"corporation":false,"usgs":true,"family":"Lloyd","given":"O.","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199768,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Daniel, C. C. III","contributorId":71953,"corporation":false,"usgs":true,"family":"Daniel","given":"C.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":199767,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28211,"text":"wri874243 - 1988 - Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in Bowdoin National Wildlife Refuge and adjacent areas of the Milk River basin, northeastern Montana, 1986-87","interactions":[],"lastModifiedDate":"2023-01-18T19:53:21.286324","indexId":"wri874243","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4243","title":"Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in Bowdoin National Wildlife Refuge and adjacent areas of the Milk River basin, northeastern Montana, 1986-87","docAbstract":"Concentrations of trace elements, radiochemicals, and pesticides in the Bowdoin National Wildlife Refuge lakes generally were not substantially larger than those in the water supplied from Dodson South Canal or in irrigation drainage. Concentrations of arsenic (47 micrograms/L), uranium (43 microg/L), and vanadium (51 microg/L) in Dry Lake Unit, and boron (1,000 microg/L) in Lake Bowdoin were notably larger than at other sites. Zinc concentrations in an irrigation drain (56 microg/L) and two shallow domestic wells (40 and 47 microg/L) were elevated relative to other sites. Concentrations of gross alpha radiation (64 picocuries/L) and gross beta radiation (71 picocuries/L) were elevated in Dry Lake Unit. Pesticides concentrations at all sites were 0.08 microg/L or less. Water use guidelines concentrations for boron, cadmium, uranium, zinc, and gross alpha radiation were slightly exceeded at several sites. In general, trace-constituent concentrations measured in the water do not indicate any potential toxicity problems in Bowdoin National Wildlife Refuge; however, highwater conditions in 1986 probably caused dilution of dissolved constituents compared to recent dry years. Trace element concentrations in bottom sediments of the refuge lakes were generally similar to background concentrations in the soils. The only exception was Dry Lake Unit, which had concentrations of chromium (99 micrograms/g), copper (37 microg/g), nickel (37 microg/g), vanadium (160 microg/g), and zinc (120 microg/g) that were about double the mean background concentrations. The maximum selenium concentration in bottom sediment was 0.6 microg/g. Pesticide concentrations in bottom sediments were less than analytical detection limits at all sites. With few exceptions, concentrations of trace elements and pesticides in biota generally were less than values known to produce harmful effects on growth or reproduction.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874243","usgsCitation":"Lambing, J., Jones, W.E., and Sutphin, J.W., 1988, Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in Bowdoin National Wildlife Refuge and adjacent areas of the Milk River basin, northeastern Montana, 1986-87: U.S. Geological Survey Water-Resources Investigations Report 87-4243, v, 71 p., https://doi.org/10.3133/wri874243.","productDescription":"v, 71 p.","costCenters":[],"links":[{"id":412045,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46895.htm","linkFileType":{"id":5,"text":"html"}},{"id":57045,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4243/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159590,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4243/report-thumb.jpg"}],"country":"United States","state":"Montana","otherGeospatial":"Bowdoin National Wildlife Refuge","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -107.7461,\n 48.4389\n ],\n [\n -107.7461,\n 48.3667\n ],\n [\n -107.5667,\n 48.3667\n ],\n [\n -107.5667,\n 48.4389\n ],\n [\n -107.7461,\n 48.4389\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db626c30","contributors":{"authors":[{"text":"Lambing, J. H.","contributorId":100860,"corporation":false,"usgs":true,"family":"Lambing","given":"J. H.","affiliations":[],"preferred":false,"id":199404,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, W. E.","contributorId":39021,"corporation":false,"usgs":true,"family":"Jones","given":"W.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199402,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sutphin, J. W.","contributorId":96305,"corporation":false,"usgs":true,"family":"Sutphin","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199403,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27854,"text":"wri874253 - 1988 - Water quality of the Lexington Reservoir, Santa Clara County, California, 1978-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri874253","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4253","title":"Water quality of the Lexington Reservoir, Santa Clara County, California, 1978-80","docAbstract":"Analysis of water samples from Lexington Reservoir and Los Gatos Creek upstream from the reservoir from June 1978 through September 1980 showed that water generally met water-quality objectives identified by California Regional Water Quality Control Board, San Francisco Bay Region. Water-temperature profiles show that Lexington Reservoir is a warm monomictic lake. During summer, dissolved-oxygen concentrations generally were not reduced below 5.0 mg/L in the hyplimnion; only once during the study did bottom waters become anoxic. Water transparency decreased with depth. The euphotic zone ranged from 1.0 to 5.4 m, depending on suspended solids and algae, and was greater in summer than in spring. Calcium and bicarbonate were dominant ions at all stations except during spring, following the rainy season, when waters were a mixed cation bicarbonate type. Nitrogen concentrations were greater in samples from reservoir stations than in those from Los Gatos Creek, with most of the nitrogen in ammonia and organic forms. The amount of dissolved nitrate appeared to be related to phytoplankton abundance. Phosphorus and trace-element concentrations were low at all stations. Estimates of net primary productivity and Carlson 's trophic-state index, based on chlorophyll-a concentrations, indicated that reservoir classification ranges from oligotrophic to mesotrophic. Blue-green algae generally were predominant in reservoir samples. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874253","usgsCitation":"Iwatsubo, R., Sylvester, M.A., and Gloege, I., 1988, Water quality of the Lexington Reservoir, Santa Clara County, California, 1978-80: U.S. Geological Survey Water-Resources Investigations Report 87-4253, vi, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874253.","productDescription":"vi, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158615,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4253/report-thumb.jpg"},{"id":56674,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4253/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7363","contributors":{"authors":[{"text":"Iwatsubo, R.T.","contributorId":79516,"corporation":false,"usgs":true,"family":"Iwatsubo","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":198788,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sylvester, M. A.","contributorId":10838,"corporation":false,"usgs":true,"family":"Sylvester","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198786,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gloege, I.S.","contributorId":15238,"corporation":false,"usgs":true,"family":"Gloege","given":"I.S.","email":"","affiliations":[],"preferred":false,"id":198787,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28086,"text":"wri864035 - 1988 - Water resources of Miner County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri864035","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4035","title":"Water resources of Miner County, South Dakota","docAbstract":"Miner County is a rural agricultural area of 572 sq mi in east-central South Dakota. All streams in the county are intermittent and usually are recharged only from spring snowmelt and precipitation. Most ponds and sloughs may go dry in summer and during drought conditions, while larger lakes and ponds will contain water year round. Three major confined glacial aquifers underlie Miner County. The Floyd aquifer, buried beneath 25-150 ft of glacial drift, ranges from 10-100 ft in thickness. Water levels in the Floyd range from flowing to 56 ft below land surface. Properly constructed wells in the aquifer may produce as much as 1,200 gal/min. The Floyd aquifer offers the greatest potential for irrigation or other large yield development. Predominant chemical constituents in water from the Floyd aquifer are sodium, calcium and sulfate; however, there is a wide variation in the chemical composition of the water. For the most part it is suitable for irrigation. The Howard aquifer, is buried beneath 80-350 ft of glacial drift and ranges from 4-170 ft in thickness. Water levels in the Howard aquifer range from 16-200 ft below land surface. The Ramona aquifer underlies about 70 sq mi and is buried beneath 25-170 ft of glacial drift and ranges from 4-32 ft in thickness. Water levels in the Ramona range from 10-105 ft below land surface. Four bedrock aquifers underlie Miner County. The uppermost aquifer is the Niobrara Formation, buried by 60-600 ft of Pierre Shale and/or glacial drift with a thickness ranging from 10-120 ft. Water levels in the aquifer range from 6 ft above land surface to 200 ft below land surface. The Codell Sandstone Member of the Carlile Shale which underlies the Niobrara Formation is at depths ranging from 120-720 ft below land surface. It ranges from 10-120 ft in thickness. Water levels in the Codell aquifer range from flowing at land surface to 235 ft below land surface. Water from the aquifer generally is not suitable for irrigation. The Dakota Formation is buried by 400-1,000 ft of bedrock and glacial drift and is separated from the Codell aquifer by overlying carbonate rock and shale. The Dakota aquifer ranges from 10-400 ft in thickness. Water levels in the aquifer range from 25 ft above land surface to 260 ft below land surface. Water from the aquifer generally is not suitable for irrigation. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864035","usgsCitation":"Koch, N., and McGarvie, S., 1988, Water resources of Miner County, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 86-4035, v, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864035.","productDescription":"v, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4035/report-thumb.jpg"},{"id":56906,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4035/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4dc8","contributors":{"authors":[{"text":"Koch, N.C.","contributorId":67529,"corporation":false,"usgs":true,"family":"Koch","given":"N.C.","email":"","affiliations":[],"preferred":false,"id":199194,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McGarvie, S.D.","contributorId":95922,"corporation":false,"usgs":true,"family":"McGarvie","given":"S.D.","email":"","affiliations":[],"preferred":false,"id":199195,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26799,"text":"wri884117 - 1988 - Occurrence and distribution of nitrate and herbicides in the Iowa River alluvial aquifer, Iowa: May 1984 to November 1985","interactions":[],"lastModifiedDate":"2024-06-28T21:28:21.15177","indexId":"wri884117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4117","title":"Occurrence and distribution of nitrate and herbicides in the Iowa River alluvial aquifer, Iowa: May 1984 to November 1985","docAbstract":"From May 1984 to November 1985, the U.S. Geological Survey, in cooperation with the University of Iowa Hygienic Laboratory and the Iowa Department of Natural Resources, Geological Survey Bureau, investigated nitrate and herbicides in the Iowa River alluvial aquifer. The occurrence and distribution of nitrate and selected herbicides were determined in the Iowa River alluvial aquifer, a sand and gravel aquifer beneath agricultural land along the Iowa River in Iowa County, Iowa. Test drilling and water-quality sampling of the aquifer indicated that the areal distribution of nitrate in the aquifer is variable. Nitrate (as nitrogen) concentrations range from less than 0.10 to 79 milligrams per liter. Although nitrate distribution is variable, extensive aquifer contamination by nitrate is not apparent. Median nitrate concentrations were 5.9 milligrams per liter for municipal wells and 7.2 milligrams per liter for area streams, but were less than 2.0 milligrams per liter for test wells and domestic wells. Atrazine, cyanazine, metribuzin, alachlor, metolachlor, and trifluralin were detected in ground-water samples. Maximum concentration of atrazine in ground-water samples was 2.4 micrograms per liter; maximum concentration of metribuzin was 8.1 micrograms per liter. Area streams also contained herbicides in concentrations generally larger than concentrations in ground water. At a municipal well adjacent to a stream, similar seasonal concentrations of atrazine were detected for both ground- and surface-water samples. Surface water sometimes may be a source of nitrate and herbicides to adjacent ground water.
\nDetailed sampling of vertical profiles using well nests indicated that the distribution of nitrate and selected herbicides is not vertically homogeneous. Generally, larger nitrate concentrations were detected at shallow depths in the aquifer; at greater depths, the nitrate concentrations were near the detection limit. Herbicides were detected in a pattern similar to that determined for nitrate. The true areal distribution of nitrate may be masked by inconsistent depths of sampling or incomplete vertical sampling. Variations in nitrate concentrations with depth possibly are because local aquifer flow is predominantly horizontal and may limit significant vertical dispersion of nitrate and herbicides, and because nitrate may not act conservatively in ground water and may be removed from the system by denitrification.
\nFor nested wells, the seasonal variations of nitrate and herbicides were greater at the shallower sampling depths for domestic and test wells. Seasonal variations of nitrate and herbicides illustrate that these constituents move quickly from surface application to shallow underlying aquifers. These constituents can be detected in ground water soon after chemical applications, usually within 6 weeks.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wri884117","collaboration":"Prepared in cooperation with University of Iowa Hygienic Laboratory and Iowa Department of Natural Resources, Geological Survey Bureau","usgsCitation":"Detroy, M., and Kuzniar, R., 1988, Occurrence and distribution of nitrate and herbicides in the Iowa River alluvial aquifer, Iowa: May 1984 to November 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4117, vi, 93 p., https://doi.org/10.3133/wri884117.","productDescription":"vi, 93 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":430631,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47033.htm","linkFileType":{"id":5,"text":"html"}},{"id":55687,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4117/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121926,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4117/report-thumb.jpg"}],"country":"United States","state":"Iowa","otherGeospatial":"Iowa River alluvial aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -92.33213729698126,\n 41.94695534429769\n ],\n [\n -92.33213729698126,\n 41.74051723336598\n ],\n [\n -91.8414812993969,\n 41.74051723336598\n ],\n [\n -91.8414812993969,\n 41.94695534429769\n ],\n [\n -92.33213729698126,\n 41.94695534429769\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db69620f","contributors":{"authors":[{"text":"Detroy, M.G.","contributorId":6066,"corporation":false,"usgs":true,"family":"Detroy","given":"M.G.","affiliations":[],"preferred":false,"id":197024,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kuzniar, R.L.","contributorId":44558,"corporation":false,"usgs":true,"family":"Kuzniar","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":197025,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27757,"text":"wri884122 - 1988 - Review of mechanisms, methods, and theory for determining recharge to shallow aquifers in North Dakota","interactions":[],"lastModifiedDate":"2018-03-08T13:08:25","indexId":"wri884122","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4122","title":"Review of mechanisms, methods, and theory for determining recharge to shallow aquifers in North Dakota","docAbstract":"Effective management of ground-water resources requires knowledge of all components of the water budget for the aquifer of interest. Efforts to simulate ground-water flow prior to development and the effects of proposed pumping in several of North Dakota's shallow glacial aquifers have been hindered by the lack of reliable estimates of ground-water recharge. This study was done to (1) review the methods that have been used to measure recharge, (2) review the theory of unsaturated flow and the methods for characterizing the physical properties of unsaturated media, (3) consider the relative merits of a rigorous data-intensive approach versus an estimation approach to the study of recharge, and (4) review past and current agronomic research in North Dakota for applicability of the research and the data generated to the study of recharge.
Direct, quantitative techniques for evaluating recharge are rarely applied. The theory for computing fluxes in unsaturated media is well established and numerous physics-based models that effectively implement the theory are available, but the data required for the models generally are lacking. Many parametric approaches have been developed to avoid the large data requirements of the physics-based approaches for analyzing flow in the unsaturated zone. However, the parametric approaches normally include fitting coefficients that must be calibrated for every study site, thereby detracting from the general utility of the parametric approach.
The functional relation of matric potential to moisture content is required for physics-based soil-water models, whether analytic or numeric. Laboratory methods to determine these relations are tedious, costly, and may not give results representative of the soils as they occur in the field. Many models have been proposed to estimate the moisture-characteristic curve and hydraulic-conductivity function from basic soil properties, but none yield results that are universally satisfactory. In situ methods, because they require minimal disturbance of the soil profile and may be used repeatedly on the same soil mass, have become the preferred means for acquiring physical data, especially hydraulic conductivity. Hydro logic investigations, except for recent studies of hazardous-waste disposal sites, rarely have included physical characterizations of unsaturated media.
Any of four phenomena could hinder attempts to simulate unsaturated flow in settings typical of North Dakota; variability of soil properties, hysteresis, frozen ground, and macropore development. The spatial and temporal variability of soil properties probably is the greatest complicating phenomenon and must be dealt with by detailed characterization of the properties. Hysteresis can detract from the accuracy of flow calculations for some soils under certain conditions but, for the present, our scant knowledge of soil physical properties is a greater hindrance to reliable soi1-water mode 1 ing than is the hysteresis phenomenon. A1 though seasona1ly frozen ground undoubtedly affects hydrologic processes in North Dakota, much more research is needed before meaningful quantitative treatment is possible. Finally, macropores can influence soil-water movement significantly, but macropore development may not be common on the intensively farmed, coarse-textured soils that typically overlie North Dakota's glacial aquifers. Lysimetry currently is the only reliable means of analyzing macropore flow.
The soil-related research that has been conducted in North Dakota to date (1983) provides little of the type of information required to estimate ground-water recharge. Useful data could be developed by systematically evaluating the hydraulic characteristics of the prominent soil types overlying North Dakota's shallow glacial aquifers. These data would be required to enable use of a physics-based approach to estimating recharge. The size of the aquifer under study, its economic value, and the resources available for data collection should be considered when choosing between parametric or physics-based methods.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884122","usgsCitation":"Horak, W., 1988, Review of mechanisms, methods, and theory for determining recharge to shallow aquifers in North Dakota: U.S. Geological Survey Water-Resources Investigations Report 88-4122, iv, 54 p., https://doi.org/10.3133/wri884122.","productDescription":"iv, 54 p.","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":157960,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4122/report-thumb.jpg"},{"id":56604,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4122/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a80f4","contributors":{"authors":[{"text":"Horak, W.F.","contributorId":82326,"corporation":false,"usgs":true,"family":"Horak","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":198648,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26544,"text":"wri874218 - 1988 - Geohydrology of the Furnace Creek basin and vicinity, Berks, Lancaster, and Lebanon counties, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-06T09:21:13","indexId":"wri874218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4218","title":"Geohydrology of the Furnace Creek basin and vicinity, Berks, Lancaster, and Lebanon counties, Pennsylvania","docAbstract":"The Furnace Creek basin is an area of 8.95 square miles, about three- fourths of which is underlain by metamorphic rocks of low permeability. Reported yields for 14 wells in these rocks range from 1 to 60 gal/min (gallons per minute), with a median of 7.5 gal/min.\r\n\r\n The northern part of the study area consists of highly permeable carbonate rocks. Nondomestic wells in these rocks typically yield from 200 to 300 gal/min and one well yields 1,200 gal/min.\r\n\r\n Ground-water discharge from a 4.18-square-mile drainage area underlain by Precambrian granitic and hornblende gneiss averaged 868,000 gallons per day per square mile from October 1983 through September 1985. Thus, as much as 3,630,000 gallons per day could be pumped from wells in this area on a sustained basis. However, pumping this amount would have major adverse effects on streamflow.\r\n\r\n A water-budget analysis for March 1984 to February 1985 showed that precipitation was 52.16 inches, streamflow was 26.38 inches, evapotranspiration was 29.29 inches, ground-water storage decreased by 5.94 inches and diversions made by Womelsdorf-Robesonia Joint Authority for water supply totaled 2.43 inches. Precipitation during this period was above normal.\r\n\r\n Four of 18 wells sampled for water quality had iron, manganese, or nitrate concentrations above the U.S. Environmental Protection Agency's recommended limits. The crystalline rocks in the study area yield soft to moderately hard water that is generally acidic.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874218","usgsCitation":"Cecil, L., 1988, Geohydrology of the Furnace Creek basin and vicinity, Berks, Lancaster, and Lebanon counties, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 87-4218, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874218.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":126327,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4218/report-thumb.jpg"},{"id":55409,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4218/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55410,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4218/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8993","contributors":{"authors":[{"text":"Cecil, L.D.","contributorId":62616,"corporation":false,"usgs":true,"family":"Cecil","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":196582,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26743,"text":"wri884003 - 1988 - Preliminary evaluation of the hydrogeologic system in Owens Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri884003","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4003","title":"Preliminary evaluation of the hydrogeologic system in Owens Valley, California","docAbstract":"A preliminary, two-layer, steady-state, groundwater flow model was used to evaluate present data and hydrologic concepts of Owens Valley, California. Simulations of the groundwater system indicate that areas where water levels are most affected by changes in recharge and discharge are near toes of alluvial fans and along the edge of permeable volcanic deposits. Sensitivity analysis for each model parameter shows that steady state simulations are most sensitive to uncertainties in evapotranspiration rates. Tungsten Hills, Poverty Hills, and Alabama Hills were found to act as virtually impermeable barriers to groundwater flow. Accurate simulation of the groundwater system between Bishop and Lone Pine appears to be possible without simulating the groundwater system in Round Valley, near Owens Lake, or in aquifer materials more than 1,000 ft below land surface. Although vast amounts of geologic and hydrologic data have been collected for Owens Valley, many parts of the hydrogeologic system have not been defined with sufficient detail to answer present water management questions. Location and extent of geologic materials that impede the vertical movement of water are poorly documented. The likely range of aquifer characteristics, except vertical hydraulic conductivity, is well known, but spatial distribution of these characteristics is not well documented. A set of consistent water budgets is needed, including one for surface water, groundwater, and the entire valley. The largest component of previous water budgets (evapotranspiration) is largely unverified. More definitive estimates of local gains and losses for Owens River are needed. Although groundwater pumpage from each well is measured, the quantity of withdrawal from different zones of permeable material has not been defined. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884003","usgsCitation":"Danskin, W., 1988, Preliminary evaluation of the hydrogeologic system in Owens Valley, California: U.S. Geological Survey Water-Resources Investigations Report 88-4003, v, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884003.","productDescription":"v, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158543,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4003/report-thumb.jpg"},{"id":55620,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c40a","contributors":{"authors":[{"text":"Danskin, W.R. 0000-0001-8672-5501","orcid":"https://orcid.org/0000-0001-8672-5501","contributorId":22713,"corporation":false,"usgs":true,"family":"Danskin","given":"W.R.","affiliations":[],"preferred":false,"id":196923,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27922,"text":"wri884084 - 1988 - Geologic setting and water quality of selected basins in the active coal-mining areas of Ohio, June 1985 through December 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri884084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4084","title":"Geologic setting and water quality of selected basins in the active coal-mining areas of Ohio, June 1985 through December 1986","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884084","usgsCitation":"Jones, A., 1988, Geologic setting and water quality of selected basins in the active coal-mining areas of Ohio, June 1985 through December 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4084, vi, 85 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884084.","productDescription":"vi, 85 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119871,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4084/report-thumb.jpg"},{"id":56736,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4084/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56737,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4084/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56738,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4084/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56739,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4084/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56740,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688295","contributors":{"authors":[{"text":"Jones, A.L.","contributorId":63049,"corporation":false,"usgs":true,"family":"Jones","given":"A.L.","email":"","affiliations":[],"preferred":false,"id":198906,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26789,"text":"wri874222 - 1988 - Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming","interactions":[],"lastModifiedDate":"2022-01-21T22:44:31.982626","indexId":"wri874222","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4222","title":"Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming","docAbstract":"A method was developed to determine the average dissolved-solids yield contributed by small basins characterized by ephemeral and intermittent streams in the Green River basin in Wyoming. The method is different from that commonly used for perennial streams. Estimates of dissolved-solids discharge at eight water quality sampling stations operated by the U.S. Geological Survey in cooperation with the U.S. Bureau of Land Management range from less than 2 to 95 tons/day. The dissolved-solids yield upstream from the sampling stations ranges from 0.023 to 0.107 tons/day/sq mi. However, estimates of dissolved solids yield contributed by drainage areas between paired stations on Bitter, Salt Wells, Little Muddy, and Muddy creeks, based on dissolved-solids discharge versus drainage area, range only from 0.081 to 0.092 tons/day/sq mi. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874222","usgsCitation":"DeLong, L.L., and Wells, D.K., 1988, Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 87-4222, iv, 14 p., https://doi.org/10.3133/wri874222.","productDescription":"iv, 14 p.","costCenters":[],"links":[{"id":394737,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46876.htm"},{"id":55680,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4222/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121951,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4222/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Green River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111,\n 41\n ],\n [\n -107,\n 41\n ],\n [\n -107,\n 43\n ],\n [\n -111,\n 43\n ],\n [\n -111,\n 41\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc969","contributors":{"authors":[{"text":"DeLong, L. L.","contributorId":44530,"corporation":false,"usgs":true,"family":"DeLong","given":"L.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197004,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, D. K.","contributorId":32954,"corporation":false,"usgs":true,"family":"Wells","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197003,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28196,"text":"wri884059 - 1988 - Ground-water resources of the York-James Peninsula of Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri884059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4059","title":"Ground-water resources of the York-James Peninsula of Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884059","usgsCitation":"Laczniak, R.J., and Meng, A., 1988, Ground-water resources of the York-James Peninsula of Virginia: U.S. Geological Survey Water-Resources Investigations Report 88-4059, x, 178 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884059.","productDescription":"x, 178 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122536,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4059/report-thumb.jpg"},{"id":57034,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4059/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696a59","contributors":{"authors":[{"text":"Laczniak, R. J.","contributorId":46104,"corporation":false,"usgs":true,"family":"Laczniak","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199375,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meng, A. A. III","contributorId":102083,"corporation":false,"usgs":true,"family":"Meng","given":"A. A.","suffix":"III","affiliations":[],"preferred":false,"id":199376,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}