{"pageNumber":"4615","pageRowStart":"115350","pageSize":"25","recordCount":165605,"records":[{"id":26306,"text":"wri824088 - 1984 - Ground water in the Dickson area of the western Highland Rim of Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri824088","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-4088","title":"Ground water in the Dickson area of the western Highland Rim of Tennessee","docAbstract":"A hydrologic study of the Dickson, Tennessee, area provided additional information on the occurrence of ground water in the Mississippian carbonate rocks of the western Highland Rim. Twenty-six test wells were drilled to determine the occurrence of ground water in relation to topographic position, regolith thickness, streamflow gains or losses, and the lithology of the underlying formations. Yields to 26 test wells ranged from 0 to about 300 gal/min and averaged about 68 gal/mi. Nine wells yielded 80 to about 300 gal/min; their specific capacities ranged from about 0.71 to 12.7 (gal/min)/ft of drawdown. Seven of these nine wells yielded water from solution openings in the Warsaw Limestone. The other two wells yielded water from gravel and sand in the regolith. Yield-specific-capacity tests were made on two wells. One well was pumped at an average rate of 350 gal/min for 72 hours with 39.77 feet of drawdown. The second well was pumped for 8 hours at 120 gal/min with 20.86 feet of drawdown. The water from both wells was generally of good quality. Dissolved solids concentrations were less than 200 mg/L. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824088","usgsCitation":"Bradley, M.W., 1984, Ground water in the Dickson area of the western Highland Rim of Tennessee: U.S. Geological Survey Water-Resources Investigations Report 82-4088, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824088.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2000,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri824088","linkFileType":{"id":5,"text":"html"}},{"id":123763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_82_4088.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d99c","contributors":{"authors":[{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196147,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26314,"text":"wri834121A - 1984 - Maps showing ground-water units and withdrawal, Basin and Range Province, Texas","interactions":[],"lastModifiedDate":"2016-08-22T11:36:07","indexId":"wri834121A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4121","chapter":"A","title":"Maps showing ground-water units and withdrawal, Basin and Range Province, Texas","docAbstract":"<p>This report on ground-water units and withdrawal in the Basin and Range province of Texas (see index map) was prepared as part of a program of the U.S. Geological Survey to identify prospective regions for further study relative to isolation of high-level nuclear waste (Bedinger, Sargent, and Reed, 1984), utilizing program guidelines defined in Sargent and Bedinger (1984). Also included in this report are selected references on pertinent geologic and hydrologic studies of the region. Other map reports in this series contain detailed data on ground-water quality, surface distribution of selected rock types, tectonic conditions, areal geophysics, Pleistocene lakes and marshes, and mineral and energy resources.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834121A","usgsCitation":"Brady, B.T., Bedinger, M.S., and Mikels, J., 1984, Maps showing ground-water units and withdrawal, Basin and Range Province, Texas: U.S. Geological Survey Water-Resources Investigations Report 83-4121, 6 p., https://doi.org/10.3133/wri834121A.","productDescription":"6 p.","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":55112,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4121a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55113,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4121a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118754,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4121a/report-thumb.jpg"}],"country":"United States","state":"Texas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605aa4","contributors":{"authors":[{"text":"Brady, B. T.","contributorId":93047,"corporation":false,"usgs":true,"family":"Brady","given":"B.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196159,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":196158,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mikels, John","contributorId":24817,"corporation":false,"usgs":true,"family":"Mikels","given":"John","email":"","affiliations":[],"preferred":false,"id":196157,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26338,"text":"wri844017 - 1984 - Source, movement, and effects of nitrogen and phosphorus in three ponds in the headwaters of Hop Brook, Marlborough, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri844017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4017","title":"Source, movement, and effects of nitrogen and phosphorus in three ponds in the headwaters of Hop Brook, Marlborough, Massachusetts","docAbstract":"The headwaters of Hop Brook near Marlborough, Massachusetts, contain a series of three in-line ponds--Hager Pond, Brist Millpond, and Carding Millpond--which receive over half of their surface-water inflow as effluent from the Marlborough Easterly Wastewater Treatment Plant. These ponds have a history of summer algal blooms and fish kills. Water entering these ponds contains quantities of nitrogen and phosphorus far higher than the levels known to promote excessive growth of aquatic vegetation. As the water moves through the three ponds, nitrogen levels decrease. Although some nitrogen is lost to the atmosphere by denitrification, the bulk of the nitrogen probably is retained in the pond sediments. There is a net decrease in phosphorus in the water leaving Carding Millpond compared to the water entering Hager Pond. However, during most sampling periods, the phosphorus concentration of water leaving Carding Millpond is still above the level known to cause excessive growth of aquatic vegetation in lakes. During certain summer periods, there appears to be release of some phosphorus from the sediments in Carding and Grist Millponds. No improvement in water quality of the three ponds can be expected until the concentrations of nutrients entering Hager Pond are reduced to levels that will not support excessive growth of aquatic vegetation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844017","usgsCitation":"Briggs, J.C., and Silvey, W.D., 1984, Source, movement, and effects of nitrogen and phosphorus in three ponds in the headwaters of Hop Brook, Marlborough, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 84-4017, iv, 55 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844017.","productDescription":"iv, 55 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":2022,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri844017/","linkFileType":{"id":5,"text":"html"}},{"id":158017,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7758","contributors":{"authors":[{"text":"Briggs, John C.","contributorId":24349,"corporation":false,"usgs":true,"family":"Briggs","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196205,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Silvey, William D.","contributorId":74036,"corporation":false,"usgs":true,"family":"Silvey","given":"William","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":196206,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26360,"text":"wri844012 - 1984 - A reconnaissance study of saltwater contamination in the El Dorado aquifer, Union County, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri844012","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4012","title":"A reconnaissance study of saltwater contamination in the El Dorado aquifer, Union County, Arkansas","docAbstract":"Since 1960 chloride concentrations in the El Dorado aquifer have increased near El Dorado, Arkansas. The aquifer is a major source for municipal and industrial water supply in Union County. Greatest withdrawal occurs near El Dorado. Because of this withdrawal, the potentiometric surface at El Dorado has been lowered more than 300 feet. Geologic, hydrologic, and chemical data indicate that water from a graben south and east of El Dorado is the source of contamination from salt within the El Dorado aquifer. The data indicates that surface brines and deeper aquifers are not the sources of chloride contamination. Lowering the potentiometric surface near El Dorado has caused water to move out of the graben toward El Dorado. Estimates based on interpretation of electric logs for two wells in the graben indicate chloride equivalents may be as high as 2,500 milligrams per liter in the aquifer. Concentrations outside the graben range from 130 to 650 milligrams per liter at the west end of the graben and from 25 to 150 milligrams per liter farther west and north. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844012","usgsCitation":"Broom, M.E., Kraemer, T.F., and Bush, W.V., 1984, A reconnaissance study of saltwater contamination in the El Dorado aquifer, Union County, Arkansas: U.S. Geological Survey Water-Resources Investigations Report 84-4012, v, 47 p. :ill., maps (some folded) ;28 cm., https://doi.org/10.3133/wri844012.","productDescription":"v, 47 p. :ill., maps (some folded) ;28 cm.","costCenters":[],"links":[{"id":124131,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4012/report-thumb.jpg"},{"id":55157,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a85ef","contributors":{"authors":[{"text":"Broom, Matthew E.","contributorId":101668,"corporation":false,"usgs":true,"family":"Broom","given":"Matthew","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196253,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kraemer, T. F.","contributorId":63400,"corporation":false,"usgs":true,"family":"Kraemer","given":"T.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196251,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bush, William V.","contributorId":93536,"corporation":false,"usgs":true,"family":"Bush","given":"William","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":196252,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26366,"text":"wri834190 - 1984 - Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia","interactions":[],"lastModifiedDate":"2017-01-24T09:27:23","indexId":"wri834190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4190","title":"Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia","docAbstract":"The primary sources of water in the area are from the surficial and Floridan aquifers. The surficial aquifer, consisting of thin permeable zones of sand, shell, and limestone, provides limited water supplies (10-50 gallons per minute). Its estimated transmissivity ranges from less than 100 to 10,000 feet squared per day. Its water is generally of acceptable quality for most uses, except near the coast. The Floridan aquifer consists of three zones of permeable limestone and dolomite separated by semiconfining beds of hard, massive dolomite and limestone, all of which are confined by leaky confining beds. The upper and middle zones, about 530-1,000 feet and 1,200-1,700 feet below land surface, respectively, have transmissivities ranging from 20,000-50,000 and 40,000-60,000 feet squared per day, respectively. The lower zone, about 2,000-2,100 feet below land surface contains very saline water. Water in the upper zone contains chloride concentrations generally ranging from 20-40 milligrams per liter. In Fernandina Beach, water from a few wells tapping this zone has relatively high chloride concentrations (190 milligrams per liter), probably due to upward migration of saline water from deeper zones through uncased or improperly-plugged well bores and not by lateral intrusion. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834190","usgsCitation":"Brown, D., 1984, Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia: U.S. Geological Survey Water-Resources Investigations Report 83-4190, vi, 133 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834190.","productDescription":"vi, 133 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":122964,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4190/report-thumb.jpg"},{"id":55160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4190/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida, Georgia","county":"Camden County, Nassau County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.4853515625,\n              29.964452850852005\n            ],\n            [\n              -82.4853515625,\n              31.942839972853083\n            ],\n            [\n              -81.024169921875,\n              31.942839972853083\n            ],\n            [\n              -81.024169921875,\n              29.964452850852005\n            ],\n            [\n              -82.4853515625,\n              29.964452850852005\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6f9f","contributors":{"authors":[{"text":"Brown, D.P.","contributorId":95881,"corporation":false,"usgs":true,"family":"Brown","given":"D.P.","email":"","affiliations":[],"preferred":false,"id":196265,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26375,"text":"wri834195 - 1984 - Atmospheric deposition of selected chemicals and their effect on nonpoint-source pollution in the Twin Cities Metropolitan Area, Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T11:32:18","indexId":"wri834195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4195","title":"Atmospheric deposition of selected chemicals and their effect on nonpoint-source pollution in the Twin Cities Metropolitan Area, Minnesota","docAbstract":"<p>Atmospheric deposition and subsequent runoff concentrations of total Kjeldahl nitrogen, dissolved nitrite-plus-nitrate nitrogen, total phosphorus, total sulfate (only for atmospheric deposition), total chloride, and total lead were studied from April 1 to October 31, 1980, in one rural and three urban watersheds in the Twin Cities Metropolitan Area, Minnesota. Seasonal patterns of wetfall and dryfall generally were similar for all constituents except chloride in both rural and urban watersheds. Similarity between constituents and between rural and urban watersheds suggested that regional air masses transported from the Gulf of Mexico by frontal storm movements influence seasonal patterns of atmospheric deposition in the metropolitan area. Local influences such as industrial, agricultural, and vehicular air pollutants were found to influence the magnitude or rate of atmospheric deposition rather than the seasonal pattern. Chloride was primarily influenced by northwest frontal storms laden with coastal chloride. Local influences such as dust from road deicing salt dust are thought to have caused an increase in atmospheric chloride during June.</p>\n<p>The atmospheric contribution to nonpoint-source-runoff pollution of nitrogen, in the form of nitrite-plus-nitrate, and lead was extremely high contributing as much as 84 percent of the runoff load. In contrast, phosphorus and chloride inputs were low averaging of 6 percent of the total runoff load. Future investigations of nonpoint-source pollution in runoff might include collection of data on atmospheric deposition of nitrite-plus-nitrate nitrogen and lead because of the importance of that source of these constituents in runoff.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834195","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities Area","usgsCitation":"Brown, R.G., 1984, Atmospheric deposition of selected chemicals and their effect on nonpoint-source pollution in the Twin Cities Metropolitan Area, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 83-4195, iv, 24 p., https://doi.org/10.3133/wri834195.","productDescription":"iv, 24 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":124244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4195/report-thumb.jpg"},{"id":55167,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4195/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Twin Cities Metropolitan 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G.","contributorId":106118,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196280,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26377,"text":"wri844175 - 1984 - Hydrologic effects of impoundments in Sherburne National Wildlife Refuge, Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T11:33:26","indexId":"wri844175","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4175","title":"Hydrologic effects of impoundments in Sherburne National Wildlife Refuge, Minnesota","docAbstract":"<p>The hydrologic effects of proposed impoundments in Sherburne National Wildlife Refuge were found to be insignificant with respect to both ground- and surface-water flow patterns and water quality. Monitoring of water levels in 23 observation wells and of discharge in the St. Francis River during 1980 and 1981 has shown that ground water in the surf icial aquifer responds quickly to areal recharge and subsequently discharges to the St. Francis River. The impoundment of surface water in the refuge was not found to affect water levels in the refuge significantly. The impoundments may affect ground-water-flow systems beneath and adjacent to the impoundments. Quality of ground and surface water was found to be similar except ground water contained higher concentrations of dissolved nitrite plus nitrate nitrogen than surface water. Phytoplankton removed dissolved nitrite plus nitrate nitrogen from surface water. The effects of impoundments on water quality are expected to be minor.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri844175","collaboration":"Prepared in cooperation with the U.S. Fish and Wildlife Service","usgsCitation":"Brown, R.G., 1984, Hydrologic effects of impoundments in Sherburne National Wildlife Refuge, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4175, iv, 20 p., https://doi.org/10.3133/wri844175.","productDescription":"iv, 20 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":55169,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4175/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123614,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4175/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Sherburne county","otherGeospatial":"Sherburne National Wildlife Refuge","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.85482788085938,\n              45.36854917415683\n            ],\n            [\n              -93.85482788085938,\n              45.58425087527735\n            ],\n            [\n              -93.50875854492188,\n              45.58425087527735\n            ],\n            [\n              -93.50875854492188,\n              45.36854917415683\n            ],\n            [\n              -93.85482788085938,\n              45.36854917415683\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606ff3","contributors":{"authors":[{"text":"Brown, R. G.","contributorId":106118,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196282,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26383,"text":"wri824049 - 1984 - Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania","interactions":[],"lastModifiedDate":"2022-01-04T20:02:21.811502","indexId":"wri824049","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-4049","title":"Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania","docAbstract":"<p>Digital-computer, daily-flow routing models were developed for four consecutive reaches of the West Branch Susquehanna River between Curwensville and Lewisburg, Pennsylvania. These models will enable water-resources managers to evaluate efficiently the effect of present and future water-resources developments on streamflows at six locations along the West Branch Susquehanna River. The models utilize a unit-response, convolution technique of flowrouting based on diffusion analogy and multilinearization. Estimates of streamflow from the intervening areas of each reach, wave celerity, and wave-dispersion coefficients are the model parameters. These were adjusted until simulated outflow hydrographs and flow statistics adequately approximated those for observed flow data. The overall accuracy of the models is considered good. Average, absolute, daily flow errors between observed and simulated flows ranged from 8.82 to 13.70 percent for the periods that were evaluated. Volume errors for the same periods were between -0.01 and 1.61 percent. Estimates of the 7-day, 10-year low flows for simulated conditions were within 5 percent of those computed for observed flows. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824049","usgsCitation":"Brua, S.A., 1984, Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-4049, v, 42 p., https://doi.org/10.3133/wri824049.","productDescription":"v, 42 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":119099,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4049/report-thumb.jpg"},{"id":55172,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4049/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393872,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35573.htm"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Susquehanna River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.881,\n              40.6720\n            ],\n            [\n              -76.4,\n              40.6720\n            ],\n            [\n              -76.4,\n              41.717\n            ],\n            [\n              -78.881,\n              41.717\n            ],\n            [\n              -78.881,\n              40.6720\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de832","contributors":{"authors":[{"text":"Brua, S. A.","contributorId":53844,"corporation":false,"usgs":true,"family":"Brua","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196291,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26402,"text":"wri834111 - 1984 - Test of excess irrigation to reduce salinity in ground water and soil, Palo Verde Irrigation District, Riverside County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri834111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4111","title":"Test of excess irrigation to reduce salinity in ground water and soil, Palo Verde Irrigation District, Riverside County, California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834111","usgsCitation":"Buono, A., 1984, Test of excess irrigation to reduce salinity in ground water and soil, Palo Verde Irrigation District, Riverside County, California: U.S. Geological Survey Water-Resources Investigations Report 83-4111, v, 62 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834111.","productDescription":"v, 62 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4111/report-thumb.jpg"},{"id":55192,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684ba1","contributors":{"authors":[{"text":"Buono, A.","contributorId":61034,"corporation":false,"usgs":true,"family":"Buono","given":"A.","email":"","affiliations":[],"preferred":false,"id":196326,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26409,"text":"wri844171 - 1984 - Cost-effectiveness of the stream-gaging program in Iowa","interactions":[],"lastModifiedDate":"2016-03-02T15:48:51","indexId":"wri844171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4171","title":"Cost-effectiveness of the stream-gaging program in Iowa","docAbstract":"<p>This report documents the results of a study of the cost-effectiveness of the stream-gaging program in Iowa. Data uses and funding sources were identified for the 122 surface-water stations (including reservoir, lake, stage only, and miscellaneous stations) operated by the U. S. Geological Survey in Iowa. There are 110 continuous streamflow stations currently being operated in Iowa with an annual budget of $592,000.</p>\n<p>The average standard error of estimation in continuous streamflow records is 11.4 percent. It was shown that this overall degree of accuracy at the 110 continuous streamflow stations could be improved to 10.5 percent if the gaging schedule was optimized.</p>\n<p>A minimum budget of $543,000 is required to operate the present streamgaging program in Iowa. With this budget, routine visits to gages would be decreased to five during the open-water season and three during the winter. A budget less than this does not permit proper maintenance of the gages and recorders. At the minimum budget, the average standard error would be 12.5 percent. The maximum budget analyzed was $1,235,000, which resulted in an average standard error of 4.2 percent. A 10 percent increase in the current budget to $656,000 would result in a standard error of 8.4 percent.</p>\n<p>There are still a few basins with drainage areas greater than 200 square miles that have no continuous streamflow data. Continuous streamflow gages need to be established in these basins as funds become available. All stations in the current program need to be maintained for the forseeable future.</p>\n<p>Data simulated by using the flow-routing and regression methods for stations in 6 river basins do not meet the accuracy required for their data use. Other basins will be studied later to determine if alternative methods to meet accuracy standards are feasible.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wri844171","usgsCitation":"Burmeister, I., and Lara, O.G., 1984, Cost-effectiveness of the stream-gaging program in Iowa: U.S. Geological Survey Water-Resources Investigations Report 84-4171, v, 68 p.: ill., maps; 28 cm., https://doi.org/10.3133/wri844171.","productDescription":"v, 68 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":124054,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4171/report-thumb.jpg"},{"id":55198,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4171/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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G.","contributorId":31001,"corporation":false,"usgs":true,"family":"Lara","given":"O.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196337,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26411,"text":"wri844249 - 1984 - Predictive simulation of alternatives for managing the water resources of North Fork Solomon River Valley between Kirwin Dam and Waconda Lake, north-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844249","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4249","title":"Predictive simulation of alternatives for managing the water resources of North Fork Solomon River Valley between Kirwin Dam and Waconda Lake, north-central Kansas","docAbstract":"Since 1974 water levels in the alluvial aquifer of the North Fork Solomon River Valley in north-central Kansas have decreased due to increases in ground-water pumpage, decreases in availability of surface water for irrigation, and below-average precipitation. A finite-element model was developed in cooperation with the U.S. Bureau of Reclamation to simulate changing conditions between 1970-79. Model results indicate that annual recharge to the aquifer due to precipitation, applcation of water for irrigation, and canal leakage averaged about 22,825 acre-feet and that annual ground-wate discharge to the river averaged about 16,590 acre-feet. Predictive simulations for 1980-2000 were made using management alternatives that involved clay-lining of irrigation ditches, reduction of surface-water availability with and without an increase in ground-water pumping, and continuation of 1979 pumping conditions. The simulations indicated that as much as 5.5 feet of additional average water-level drawdown in wells would occur by 2000 if surface-water supply were reduced 100 percent and ground-water pumpage increased. The simulations also indicated that a decrease in average drawdown of 0.55 foot would occur by 2000 and that base flow to the river would decrease to 12,300 acre-feet per year if 1979 conditions remained constant. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844249","usgsCitation":"Burnett, R., 1984, Predictive simulation of alternatives for managing the water resources of North Fork Solomon River Valley between Kirwin Dam and Waconda Lake, north-central Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4249, vi, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844249.","productDescription":"vi, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4249/report-thumb.jpg"},{"id":55204,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4249/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55205,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4249/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d598","contributors":{"authors":[{"text":"Burnett, R.D.","contributorId":54609,"corporation":false,"usgs":true,"family":"Burnett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":196341,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26419,"text":"wri844010 - 1984 - Simulated effects of an artificial-recharge experiment near Proctor, Logan County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4010","title":"Simulated effects of an artificial-recharge experiment near Proctor, Logan County, Colorado","docAbstract":"An artificial-recharge experiment was conducted near Proctor, Colorado in which a computed 620 acre-feet were pumped from a well during a 4-month period. A computed 420 acre-feet were delivered at the potential reservoir site, and the remaining 200 acre-feet leaked from the pipeline. No pond was created due to the high rates of infiltration. Water levels in the nearest well (about 0.1 mile from the recharge site) rose almost 25 feet. Computer simulations indicate that this 4-month pumping-recharge experiment would cause stream depletions from the nearby South Platte River for the first 16 months, thereafter, stream accretions due to the recharge would exceed stream depletions due to pumpage. If the experiment was conducted annually, the simulations indicate that stream depletions would occur for 6 months of each year and stream acretions for the remaining 6 months once the system reached an equilibrium condition. To reach the cyclic equilibrium condition would take at least 7 years. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844010","usgsCitation":"Burns, A., 1984, Simulated effects of an artificial-recharge experiment near Proctor, Logan County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4010, iv, 17 p. :ill. ;28 cm., https://doi.org/10.3133/wri844010.","productDescription":"iv, 17 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158442,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4010/report-thumb.jpg"},{"id":55214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f3873","contributors":{"authors":[{"text":"Burns, A.W.","contributorId":65498,"corporation":false,"usgs":true,"family":"Burns","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":196352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26477,"text":"wri844181 - 1984 - Potential effects of surface coal mining on the hydrology of the Circle West coal tracts, McCone County, eastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4181","title":"Potential effects of surface coal mining on the hydrology of the Circle West coal tracts, McCone County, eastern Montana","docAbstract":"The Circle West coal tracts in McCone County, Montana, contain about 460 million tons of recoverable coal reserves. Estimates of coal reserves for the tract are based predominantly on the S coal bed, which averages about 16 ft in thickness. About 175 million tons, or 38%, of the recoverable coal is Federally owned and has been identified for potential lease sale. A hydrologic study has been conducted in the potential lease area to describe existing hydrologic systems and to assess potential effects of surface coal mining on local water resources. Geohydrologic data collected from wells and drill holes indicate that shallow aquifers exist in sandstone and coal beds of the Tongue River Member of the Fort Union Formation (Paleocene age). These shallow aquifers generally have small values of hydraulic conductivity (0.1 to 380 ft/day) and typically yield from 2 to 20 gal/min to stock and domestic wells. Where coal is extremely fractured or the thickness of saturated sandstone is large, some wells can yield in excess of 70 gal/min. Chemical analyses indicate that most shallow aquifers contain a sodium sulfate bicarbonate type water. Surface water resources of the area consist of intermittent streamflow in parts of the Nelson and Timber Creek basins plus a large network of reservoirs. The reservoirs provide a large part of the water supply for area livestock and irrigation. Water quality data for Nelson and Timber Creeks indicate that the water generally is a sodium sulfate type and has a large concentration (181 to 6,960 mg/L) of dissolved solids. Mining of the S coal bed in the Circle West coal tracts would permanently remove shallow coal and sandstone aquifers, resulting in the loss of shallow stock wells. Mining would destroy livestock reservoirs, alter runoff characteristics of Nelson Creek, and temporarily lower water levels in shallow aquifers near the mine. Leaching of soluble constituents from mine spoils may cause a long-term degradation of the quality of water in shallow aquifers in and near the coal tracts. Some of the effects on local water supplies could be mitigated by development of alternative water resources in deeper aquifers such as the Tullock aquifer of Paleocene age and the Fox Hills-lower Hell Creek aquifer of Late Cretaceous age. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844181","usgsCitation":"Cannon, M.R., 1984, Potential effects of surface coal mining on the hydrology of the Circle West coal tracts, McCone County, eastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4181, iv, 46 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844181.","productDescription":"iv, 46 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123883,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4181/report-thumb.jpg"},{"id":55298,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4181/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55299,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4181/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a60cd","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196459,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26490,"text":"wri844218 - 1984 - Physical basis and potential estimation techniques for soil erosion parameters in the Precipitation-Runoff Modeling System (PRMS)","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri844218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4218","title":"Physical basis and potential estimation techniques for soil erosion parameters in the Precipitation-Runoff Modeling System (PRMS)","docAbstract":"Simulation of upland-soil erosion by the Precipitation-Runoff Modeling System currently requires the user to estimate two rainfall detachment parameters and three hydraulic detachmment paramenters. One rainfall detachment parameter can be estimated from rainfall simulator tests. A reformulation of the rainfall detachment equation allows the second parameter to be computed directly. The three hydraulic detachment parameters consist of one exponent and two coefficients. The initial value of the exponent is generally set equal to 1.5. The two coefficients are functions of the soil 's resistance to erosion and one of the two also accounts for sediment delivery processes not simulated in the model. Initial estimates of these parameters can be derived from other modeling studies or from published empirical relations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844218","usgsCitation":"Carey, W.P., and Simon, A., 1984, Physical basis and potential estimation techniques for soil erosion parameters in the Precipitation-Runoff Modeling System (PRMS): U.S. Geological Survey Water-Resources Investigations Report 84-4218, iii, 32 p. :ill. ;28 cm., https://doi.org/10.3133/wri844218.","productDescription":"iii, 32 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122820,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4218/report-thumb.jpg"},{"id":55315,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4218/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c31","contributors":{"authors":[{"text":"Carey, W. P.","contributorId":105749,"corporation":false,"usgs":true,"family":"Carey","given":"W.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":196484,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simon, Andrew","contributorId":78334,"corporation":false,"usgs":true,"family":"Simon","given":"Andrew","email":"","affiliations":[],"preferred":false,"id":196483,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25622,"text":"wri844073 - 1984 - Leaching study of oil shale in Kentucky: With a section on hydrologic reconnaissance of the oil shale outcrop in Kentucky","interactions":[],"lastModifiedDate":"2021-01-27T19:54:28.722464","indexId":"wri844073","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4073","title":"Leaching study of oil shale in Kentucky: With a section on hydrologic reconnaissance of the oil shale outcrop in Kentucky","docAbstract":"Oil shales in Kentucky are rocks of predominantly Devonian age. The most prominant are the Ohio, Chattanooga, and New Albany Shales. A leaching study was done on six fresh oil shale samples and one retorted oil shale sample. Leaching reagents were distilled water, 0.0005 N sulfuric acid, and 0.05 N sulfuric acid. The concentration of constituents in the leachates were highly variable. The concentration of sodium, manganese, and zinc in the retorted shale leachate was several orders of magnitude higher than those of the leachates of fresh shale samples. The major oil shale outcrop covers approximately 1,000 square miles in a horseshoe pattern from Vanceburg, Lewis County , in the east, to Louisville, Jefferson County, in the west. The Kentucky, Red, and Licking Rivers cross the outcrop belt, the Rolling Fork River flows along the strike of the shale in the southwest part of the outcrop, and the Ohio River flows past the outcrop at the ends of the horseshoe. Oil shale does not appear to significantly alter the water quality of these streams. Oil shale is not an aquifer, but seeps and springs found in the shale indicate that water moves through it. Ground water quality is highly variable. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844073","usgsCitation":"Leung, S.S., Leist, D., Davis, R.W., and Cordiviola, S., 1984, Leaching study of oil shale in Kentucky: With a section on hydrologic reconnaissance of the oil shale outcrop in Kentucky: U.S. Geological Survey Water-Resources Investigations Report 84-4073, Report: viii, 68 p.; 1 Plate: 26.54 x 26.30 inches, https://doi.org/10.3133/wri844073.","productDescription":"Report: viii, 68 p.; 1 Plate: 26.54 x 26.30 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,{"id":25630,"text":"wri834121F - 1984 - Map showing outcrops of basaltic rocks, Basin and Range Province and vicinity, Trans-Pecos Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri834121F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4121","chapter":"F","title":"Map showing outcrops of basaltic rocks, Basin and Range Province and vicinity, Trans-Pecos Texas","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wri834121F","usgsCitation":"Henry, C., and Fisher, G., 1984, Map showing outcrops of basaltic rocks, Basin and Range Province and vicinity, Trans-Pecos Texas: U.S. Geological Survey Water-Resources Investigations Report 83-4121, 5 p. :maps ;28 cm., https://doi.org/10.3133/wri834121F.","productDescription":"5 p. :maps ;28 cm.","costCenters":[],"links":[{"id":118870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4121f/report-thumb.jpg"},{"id":54378,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4121f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b14e4b07f02db6a47a5","contributors":{"authors":[{"text":"Henry, C.D.","contributorId":58306,"corporation":false,"usgs":true,"family":"Henry","given":"C.D.","email":"","affiliations":[],"preferred":false,"id":194476,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fisher, G.L.","contributorId":14016,"corporation":false,"usgs":true,"family":"Fisher","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":194475,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25631,"text":"wri834120D - 1984 - Map showing outcrops of granitic rocks and pre-Quaternary ash-flow tuffs, Basin and Range Province, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri834120D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4120","chapter":"D","title":"Map showing outcrops of granitic rocks and pre-Quaternary ash-flow tuffs, Basin and Range Province, Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834120D","usgsCitation":"Jenness, J.E., Sargent, K.A., and Lopez, D.A., 1984, Map showing outcrops of granitic rocks and pre-Quaternary ash-flow tuffs, Basin and Range Province, Oregon: U.S. Geological Survey Water-Resources Investigations Report 83-4120, 12 p. :map ;28 cm., https://doi.org/10.3133/wri834120D.","productDescription":"12 p. :map ;28 cm.","costCenters":[],"links":[{"id":121810,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4120d/report-thumb.jpg"},{"id":54379,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4120d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4120d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db65541d","contributors":{"authors":[{"text":"Jenness, J. E.","contributorId":23580,"corporation":false,"usgs":true,"family":"Jenness","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194477,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194478,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lopez, D. A.","contributorId":99983,"corporation":false,"usgs":true,"family":"Lopez","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194479,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25632,"text":"wri834118D - 1984 - Map showing outcrops of granitic rocks and silicic shallow-intrusive rocks, Basin and Range Province, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri834118D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4118","chapter":"D","title":"Map showing outcrops of granitic rocks and silicic shallow-intrusive rocks, Basin and Range Province, New Mexico","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834118D","usgsCitation":"Hills, F., and Sargent, K.A., 1984, Map showing outcrops of granitic rocks and silicic shallow-intrusive rocks, Basin and Range Province, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 83-4118, 28 p. :maps ;28 cm., https://doi.org/10.3133/wri834118D.","productDescription":"28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":118871,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4118d/report-thumb.jpg"},{"id":54381,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4118d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54382,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4118d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655506","contributors":{"authors":[{"text":"Hills, F. A.","contributorId":22768,"corporation":false,"usgs":true,"family":"Hills","given":"F. A.","affiliations":[],"preferred":false,"id":194480,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194481,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25634,"text":"wri834114D - 1984 - Map showing outcrops of granitic rocks, Basin and Range Province, Arizona","interactions":[],"lastModifiedDate":"2023-01-17T22:07:39.440548","indexId":"wri834114D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4114","chapter":"D","title":"Map showing outcrops of granitic rocks, Basin and Range Province, Arizona","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834114D","usgsCitation":"Johnson, W., 1984, Map showing outcrops of granitic rocks, Basin and Range Province, Arizona: U.S. Geological Survey Water-Resources Investigations Report 83-4114, Report: 33 p.; 2 Plates: 45.72 x 32.83 inches and 46.48 x 30.92 inches, https://doi.org/10.3133/wri834114D.","productDescription":"Report: 33 p.; 2 Plates: 45.72 x 32.83 inches and 46.48 x 30.92 inches","costCenters":[],"links":[{"id":412003,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35737.htm","linkFileType":{"id":5,"text":"html"}},{"id":54387,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4114d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54386,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4114d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54385,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4114d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118873,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4114d/report-thumb.jpg"}],"country":"United States","state":"Arizona","otherGeospatial":"Basin and Range Province","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -109.044,\n              31.329\n            ],\n            [\n              -109.044,\n              37\n            ],\n            [\n              -114.808,\n              37\n            ],\n            [\n              -114.808,\n              31.329\n            ],\n            [\n              -109.044,\n              31.329\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a48ad","contributors":{"authors":[{"text":"Johnson, W. D.","contributorId":16865,"corporation":false,"usgs":true,"family":"Johnson","given":"W. D.","affiliations":[],"preferred":false,"id":194484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27884,"text":"wri834115D - 1984 - Map showing outcrops of Pre-Quaternary ash-flow tuffs and volcaniclastic rocks, Basin and Range Province, Northern California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri834115D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4115","chapter":"D","title":"Map showing outcrops of Pre-Quaternary ash-flow tuffs and volcaniclastic rocks, Basin and Range Province, Northern California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834115D","usgsCitation":"Jenness, J.E., Grose, T., and Lopez, D.A., 1984, Map showing outcrops of Pre-Quaternary ash-flow tuffs and volcaniclastic rocks, Basin and Range Province, Northern California: U.S. Geological Survey Water-Resources Investigations Report 83-4115, 6 p. :map ;28 cm., https://doi.org/10.3133/wri834115D.","productDescription":"6 p. :map ;28 cm.","costCenters":[],"links":[{"id":121817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4115d/report-thumb.jpg"},{"id":56706,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4115d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56707,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4115d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3840","contributors":{"authors":[{"text":"Jenness, J. E.","contributorId":23580,"corporation":false,"usgs":true,"family":"Jenness","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198844,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grose, T.L.","contributorId":101701,"corporation":false,"usgs":true,"family":"Grose","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":198846,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lopez, D. A.","contributorId":99983,"corporation":false,"usgs":true,"family":"Lopez","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198845,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27879,"text":"wri844050 - 1984 - An evaluation of rainfall-runoff data for the Denver Federal Center, Lakewood, Jefferson County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri844050","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4050","title":"An evaluation of rainfall-runoff data for the Denver Federal Center, Lakewood, Jefferson County, Colorado","docAbstract":"An investigation was made to monitor the storm runoff in McIntyre Gulch basin to determine the rainfall-runoff chracteristics. Results may now be used to evaluate the effects of future development on storm runoff from the Denver Federal Center, which is located in the McIntyre Gulch basin in Lakewood , CO. Rainfall and runoff data were collected at eight streamflow stations and three auxiliary rainfall stations in and adjacent to the Denver Federal Center. The outflow peak discharges from McIntyre Gulch in the Denver Federal Center were higher than the inflow peak discharges for eight of the storms by an average of 38 percent. Outflow peak discharges for eight of the storms were lower by an average of 12 percent. The study demonstrated that runoff varies with location of a storm--even for a relatively small basin. Peak discharges of McIntyre Gulch outflow from the Denver Federal Center were 27 percent greater than the inflow for all storms, but only 15 percent greater for evenly distributed storms. Runoff from the Denver Federal Center increased storm-runoff volumes in McIntyre Gulch by an average of 46 percent. Proper management of storm runoff in the Denver Federal Center requires that proposed improvements to the existing storm-runoff system maintain peak flows at their present levels. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844050","usgsCitation":"Jarrett, R., and Veenhuis, J., 1984, An evaluation of rainfall-runoff data for the Denver Federal Center, Lakewood, Jefferson County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4050, v, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844050.","productDescription":"v, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4050/report-thumb.jpg"},{"id":56702,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4050/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684964","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":198835,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Veenhuis, J.E.","contributorId":6850,"corporation":false,"usgs":true,"family":"Veenhuis","given":"J.E.","affiliations":[],"preferred":false,"id":198834,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27874,"text":"wri844203 - 1984 - Time of travel and dispersion in the Jones Falls, Baltimore, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri844203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4203","title":"Time of travel and dispersion in the Jones Falls, Baltimore, Maryland","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844203","usgsCitation":"James, R., and Helinsky, B., 1984, Time of travel and dispersion in the Jones Falls, Baltimore, Maryland: U.S. Geological Survey Water-Resources Investigations Report 84-4203, v, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844203.","productDescription":"v, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158992,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4203/report-thumb.jpg"},{"id":56698,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4203/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b778","contributors":{"authors":[{"text":"James, R.W.","contributorId":70434,"corporation":false,"usgs":true,"family":"James","given":"R.W.","affiliations":[],"preferred":false,"id":198825,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Helinsky, B.M.","contributorId":82344,"corporation":false,"usgs":true,"family":"Helinsky","given":"B.M.","affiliations":[],"preferred":false,"id":198826,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27974,"text":"wri844052 - 1984 - Enhanced job control language procedures for the SIMSYS2D two-dimensional water-quality simulation system","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri844052","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4052","title":"Enhanced job control language procedures for the SIMSYS2D two-dimensional water-quality simulation system","docAbstract":"The SIMSYS2D two-dimensional water-quality simulation system is a large-scale digital modeling software system used to simulate flow and transport of solutes in freshwater and estuarine environments. Due to the size, processing requirements, and complexity of the system, there is a need to easily move the system and its associated files between computer sites when required. A series of job control language (JCL) procedures was written to allow transferability between IBM and IBM-compatible computers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844052","usgsCitation":"Karavitis, G., 1984, Enhanced job control language procedures for the SIMSYS2D two-dimensional water-quality simulation system: U.S. Geological Survey Water-Resources Investigations Report 84-4052, iii, 21 p. :ill. ;28 cm., https://doi.org/10.3133/wri844052.","productDescription":"iii, 21 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119954,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4052/report-thumb.jpg"},{"id":56793,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4052/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db60268e","contributors":{"authors":[{"text":"Karavitis, G.A.","contributorId":102527,"corporation":false,"usgs":true,"family":"Karavitis","given":"G.A.","affiliations":[],"preferred":false,"id":198993,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27871,"text":"wri844201 - 1984 - Hydrogeology of eastern Michaud Flats, Fort Hall Indian Reservation, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri844201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4201","title":"Hydrogeology of eastern Michaud Flats, Fort Hall Indian Reservation, Idaho","docAbstract":"Groundwater in Michaud Flats, southeastern Idaho, is developed extensively for irrigation and industry. Extensive clay beds overlie the Bighole Basalt and Sunbeam Formation, which yield most of the water for irrigation and industrial wells; artesian aquifers in these rock units have heads below land surface and near those in the shallow water-table aquifer in the overlying Michaud Gravel. Transmissivities in artesian aquifers range from 19,6000 to 444,000 feet squared per day. High levels of arsenic were detected in groundwater in the Flats in 1972. During 1982, concentrations of arsenic twice exceeded the recommended drinking water limit of 50 micrograms per liter. Concentrations of other chemical constituents were generally within drinking water limits. Stable-isotope data suggest more than one source of aquifer recharge and indicate some mixing between waters from industrial ponds and local groundwater. Management alternatives are being implemented by two industries for control of groundwater contamination. These include reduction of effluent, installation of liners and leachate recovery systems in ponds, and removal and reclamation of precipitates in old slurry and evaporation ponds. Six sites will be monitored through 1985 to determine changes in groundwater chemistry and migration of contaminants. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri844201","usgsCitation":"Jacobson, N., 1984, Hydrogeology of eastern Michaud Flats, Fort Hall Indian Reservation, Idaho: U.S. Geological Survey Water-Resources Investigations Report 84-4201, iv, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844201.","productDescription":"iv, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123972,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4201/report-thumb.jpg"},{"id":56695,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4201/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db624698","contributors":{"authors":[{"text":"Jacobson, N.D.","contributorId":105302,"corporation":false,"usgs":true,"family":"Jacobson","given":"N.D.","email":"","affiliations":[],"preferred":false,"id":198820,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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