{"pageNumber":"2046","pageRowStart":"51125","pageSize":"25","recordCount":68919,"records":[{"id":28268,"text":"wri844034 - 1984 - Ground-water quality in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844034","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":"84-4034","title":"Ground-water quality in Wyoming","docAbstract":"This report graphically summarizes ground-water quality from selected chemical-quality data for about 2,300 ground-water sites in Wyoming. Dissolved-solids, nitrate, fluoride, arsenic, barium, cadmium, chromium, lead, mercury, selenium, iron, and manganese concentrations are summarized on a statewide basis. The major chemical-quality problem that limits the use of Wyoming ground-water is excessive dissolved-solids concentrations. The aquifers with the best quality water, based on the lowest median dissolved-solids concentration of water in aquifers with 20 or more sampled sites, are Holocene lacustrine deposits, the upper Testiary Ogallala Formation and Arikaree Formation, and the Mississippian Madison Limestone. The counties with the best quality water, based on the lowest median dissolved-solids concentrations are Teton County and Laramie County. Hot Springs County and Natrona County have the highest median dissolved-solids concentrations. About 3 percent of the nitrate concentrations of ground-water samples exceeded the national primary drinking-water standard of 10 milligrams per liter. Fluoride concentrations exceeded the national primary drinking-water standard in 14 percent of the ground-water samples. Except for selenium, toxic trace elements generally have not been found in concentrations in excess of the drinking-water standards. About 19 percent of the iron and about 30 percent of the manganese concentrations in ground-water samples exceeded the national secondary drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844034","usgsCitation":"Larson, L.R., 1984, Ground-water quality in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4034, v, 71 p. :chiefly ill., map ;28 cm., https://doi.org/10.3133/wri844034.","productDescription":"v, 71 p. :chiefly ill., map ;28 cm.","costCenters":[],"links":[{"id":124898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4034/report-thumb.jpg"},{"id":57090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667305","contributors":{"authors":[{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199500,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28167,"text":"wri844078 - 1984 - Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844078","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":"84-4078","title":"Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota","docAbstract":"A system of glacial outwash aquifers lie in the central James Valley in east-central South Dakota. Within this system, the eastern part of the Tulare aquifer, which has an area of approximately 681 square miles, was simulated by means of a numerical ground-water flow model. The model estimates the yearly average recharge rate for that part of the aquifer lying west of the James River to be approximately 23,000 acre-feet per year. This rate is considerably more than the estimated 1978 yearly average irrigation pumpage rate of 9,800 acre-feet per year. It is expected that, since pumping will reduce discharge from the aquifer through evapotranspiration and flow to the James River, this part of the aquifer would be able to supply irrigation water at recent pumpage rates for an indefinite period. For that part of the aquifer lying east of the river, estimated recharge is 6,800 acre-feet per year; a rate slightly smaller than the estimated 1978 yearly average irrigation pumpage rate of 7,200 acre-feet per year. It is estimated that this part of the aquifer would be able to supply irrigation water at 7,200 acre-feet per year for approximately 50 years, at which time excessive drawdown would begin to cause reduced well yields at several locations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Section, Western Distribution Branch, USGS [distributor],","doi":"10.3133/wri844078","usgsCitation":"Kuiper, L., 1984, Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 84-4078, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844078.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4078/report-thumb.jpg"},{"id":57001,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a31b","contributors":{"authors":[{"text":"Kuiper, L.K.","contributorId":34557,"corporation":false,"usgs":true,"family":"Kuiper","given":"L.K.","email":"","affiliations":[],"preferred":false,"id":199325,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26765,"text":"wri844023 - 1984 - Ground-water resources of the Mattapoisett River aquifer, Plymouth County, Massachusetts: Summary for water-resource managers","interactions":[],"lastModifiedDate":"2022-02-18T21:50:09.612808","indexId":"wri844023","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":"84-4023","title":"Ground-water resources of the Mattapoisett River aquifer, Plymouth County, Massachusetts: Summary for water-resource managers","docAbstract":"Proposed increases in municipal pumpage in the Mattapoisett River valley will triple ground-water withdrawals in the next two decades. Because of State and local concern about the long-term effects of these withdrawals on ground-water levels and streamflow, a digital ground-water-flow model was developed to assist water-resource management. Ten development scenarios representing existing and proposed withdrawals were simulated using drought conditions. Under conditions simulating 1965, the driest year of record, predicted water levels in the aquifer are as much as 9 feet lower than average. Under severely dry conditions, simulating only enough recharge to keep the river flowing with no pumping, the predicted water levels are as much as 19 feet lower than average. During the greatest pumping demands, the predicted drawdown in five wells could cause well failure. Simulated pumping demands in six scenarios use all available ground-water discharge. Under severely dry conditions, it is predicted that the downstream half of the river will stop flowing under most pumping plans. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844023","usgsCitation":"De Lima, V., and Olimpio, J.C., 1984, Ground-water resources of the Mattapoisett River aquifer, Plymouth County, Massachusetts: Summary for water-resource managers: U.S. Geological Survey Water-Resources Investigations Report 84-4023, iii, 56 p., https://doi.org/10.3133/wri844023.","productDescription":"iii, 56 p.","costCenters":[],"links":[{"id":396205,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35926.htm"},{"id":55654,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4023/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4023/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","county":"Plymouth County","otherGeospatial":"Mattapoisett River aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -70.9,\n 41.656\n ],\n [\n -70.833,\n 41.656\n ],\n [\n -70.833,\n 41.779\n ],\n [\n -70.9,\n 41.779\n ],\n [\n -70.9,\n 41.656\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a7ff","contributors":{"authors":[{"text":"De Lima, Virginia","contributorId":91888,"corporation":false,"usgs":true,"family":"De Lima","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":196963,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olimpio, Julio C.","contributorId":93877,"corporation":false,"usgs":true,"family":"Olimpio","given":"Julio","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196964,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28749,"text":"wri844345 - 1984 - Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844345","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":"84-4345","title":"Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada","docAbstract":"The unsaturated volcanic tuffs beneath Yucca Mountain, Nevada, are being evaluated as a host rock for a potential repository for high-level radioactive waste. A conceptual hydrologic model is proposed to describe the flow of fluids through these rocks. Thickness of the unsaturated zone is about 500 to 750 meters and consists of three welded units interlayered with two nonwelded units. Compared to nonwelded units, welded units have low matrix porosities and permeabilities, high fracture densities, and high bulk hydraulic conductivities. The principal repository area is bounded by normal fault zones. Of the average annual precipitation of 150 millimeters per year, 0.5 to 4.5 millimeters per year becomes net infiltration. Percolation through the matrix of the welded units is principally vertical and is less than 1 millimeter per year. Percolation through nonwelded units occurs both vertically and laterally and has variable rates (0.1 to 100 millimeters per year). Fracture flow is predominant in the uppermost welded unit during intense pulses of infiltration, but is insignificant in the welded unit that forms the potential host rock. Lateral flow in the upper nonwelded unit, enhanced by existence of a capillary barrier, probably is the factor controlling the low fluxes in the host rock and relatively high fluxes in the structural features. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844345","usgsCitation":"Montazer, P., and Wilson, W., 1984, Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4345, iv, 55 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844345.","productDescription":"iv, 55 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4345/report-thumb.jpg"},{"id":57600,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4345/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64a9ac","contributors":{"authors":[{"text":"Montazer, P.M.","contributorId":93946,"corporation":false,"usgs":true,"family":"Montazer","given":"P.M.","affiliations":[],"preferred":false,"id":200333,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, W.E.","contributorId":100831,"corporation":false,"usgs":true,"family":"Wilson","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":200334,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43731,"text":"ofr84544 - 1984 - Land use and land cover and associated maps for Escalante, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:04:52","indexId":"ofr84544","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-544","title":"Land use and land cover and associated maps for Escalante, Utah","language":"ENGLISH","doi":"10.3133/ofr84544","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Land use and land cover and associated maps for Escalante, Utah: U.S. Geological Survey Open-File Report 84-544, 5 maps :photocopy ;45 x 72 cm., on sheets 77 x 107 cm., https://doi.org/10.3133/ofr84544.","productDescription":"5 maps :photocopy ;45 x 72 cm., on sheets 77 x 107 cm.","costCenters":[],"links":[{"id":134911,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b133e","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531332,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26761,"text":"wri834225 - 1984 - Geochemistry and geohydrology of the West Decker and Big Sky coal-mining areas, southeastern Montana","interactions":[],"lastModifiedDate":"2025-01-08T22:45:53.691259","indexId":"wri834225","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":"83-4225","title":"Geochemistry and geohydrology of the West Decker and Big Sky coal-mining areas, southeastern Montana","docAbstract":"

In the West Decker Mine area, water levels west of the mine at post-mining equilibrium may be almost 12 feet higher than pre-mining levels. Dissolved-solids concentration in water from coal aquifers is about 1,400 milligrams per liter and from mine spoils is about 2,500 milligrams per liter. About 13 years will be required for ground water moving at an average velocity of 2 feet per day to flow from the spoils to the Tongue River Reservoir. The increase in dissolved-solids load to the reservoir due to mining will be less than 1 percent. In the Big Sky Mine area, water levels at post-mining equilibrium will closely resemble pre-mining levels. Dissolved-solids concentration in water from coal aquifers is about 2,700 milligrams per liter and from spoils is about 3,700 milligrams per liter. About 36 to 60 years will be required for ground water moving at an average velocity of 1.2 feet per day to flow from the spoils to Rosebud Creek. The average annual increase in dissolved-solids load to the creek due to mining will be about 2 percent, although a greater increase probably will occur during summer months when flow in the creek is low. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834225","usgsCitation":"Davis, R.E., 1984, Geochemistry and geohydrology of the West Decker and Big Sky coal-mining areas, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4225, vi, 109 p., https://doi.org/10.3133/wri834225.","productDescription":"vi, 109 p.","costCenters":[],"links":[{"id":123780,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4225/report-thumb.jpg"},{"id":55651,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4225/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":465928,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35864.htm","text":"Big Sky Mine area","linkFileType":{"id":5,"text":"html"}},{"id":465929,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35865.htm","text":"West Decker Mine area","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Montana","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -107,\n 46\n ],\n [\n -107,\n 45\n ],\n [\n -106,\n 45\n ],\n [\n -106,\n 46\n ],\n [\n -107,\n 46\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab765","contributors":{"authors":[{"text":"Davis, R. E.","contributorId":77153,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196954,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26760,"text":"wri844199 - 1984 - Example calculations of possible ground-water inflow to mine pits at the West Decker, East Decker, and proposed North Decker mines, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844199","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":"84-4199","title":"Example calculations of possible ground-water inflow to mine pits at the West Decker, East Decker, and proposed North Decker mines, southeastern Montana","docAbstract":"Proposed plans to raise the spillway of the Tongue River Dam, Montana, 14 feet would result in an increase in the reservoir stage, which will affect the amount of ground-water inflow from the reservoir to existing and proposed surface coal mine pits near Tongue River Reservoir. Example calculations are based on flow from the reservoir to the mine pits through areas approximately perpendicular to the long axis of the reservoir. The planned increase in the stage of the reservoir will result in an increase of inflow to the mine pits in most areas. The increases will be greatest where the mine pits are near the reservoir and separated from the reservoir solely by aquifer zones of relatively large hydraulic conductivity. However, the inflow determined from the calculations is subject to a large degree of error, owing to the simplified method of calculation and the assumptions used. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844199","usgsCitation":"Davis, R.E., 1984, Example calculations of possible ground-water inflow to mine pits at the West Decker, East Decker, and proposed North Decker mines, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4199, iii, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844199.","productDescription":"iii, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123969,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4199/report-thumb.jpg"},{"id":55650,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4199/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f95aa","contributors":{"authors":[{"text":"Davis, R. E.","contributorId":77153,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196953,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28682,"text":"wri844107 - 1984 - Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri844107","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":"84-4107","title":"Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas","docAbstract":"The results of an evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas are documented. Data uses and funding sources were identified for the 140 complete record streamflow-gaging stations operated in Kansas during 1983 with a budget of $793,780. As a result of the evaluation of the needs and uses of data from the stream-gaging program, it was found that the 140 gaging stations were needed to meet these data requirements. The average standard error of estimation of streamflow records was 20.8 percent, assuming the 1983 budget and operating schedule of 6-week interval visitations and based on 85 of the 140 stations. It was shown that this overall level of accuracy could be improved to 18.9 percent by altering the 1983 schedule of station visitations. A minimum budget of $760 ,000, with a corresponding average error of estimation of 24.9 percent, is required to operate the 1983 program. None of the stations investigated were suitable for the application of alternative methods for simulating discharge records. Improved instrumentation can have a very positive impact on streamflow uncertainties by decreasing lost record. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri844107","usgsCitation":"Medina, K., and Geiger, C., 1984, Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4107, iv, 57 p. :ill. ;28 cm., https://doi.org/10.3133/wri844107.","productDescription":"iv, 57 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":120167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4107/report-thumb.jpg"},{"id":57522,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4fd","contributors":{"authors":[{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":200225,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Geiger, C.O.","contributorId":18415,"corporation":false,"usgs":true,"family":"Geiger","given":"C.O.","email":"","affiliations":[],"preferred":false,"id":200224,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":41974,"text":"ofr84391 - 1984 - Aeromagnetic map of west-central Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:05:01","indexId":"ofr84391","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-391","title":"Aeromagnetic map of west-central Oregon","language":"ENGLISH","doi":"10.3133/ofr84391","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Aeromagnetic map of west-central Oregon: U.S. Geological Survey Open-File Report 84-391, 1 map on 2 sheets :photocopy ;sheets 47 x 61 cm., https://doi.org/10.3133/ofr84391.","productDescription":"1 map on 2 sheets :photocopy ;sheets 47 x 61 cm.","costCenters":[],"links":[{"id":135618,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79732,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0391/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79733,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0391/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689ec8","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530743,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28717,"text":"wri844116 - 1984 - Cost-effectiveness of the US Geological Survey stream-gaging program in central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844116","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":"84-4116","title":"Cost-effectiveness of the US Geological Survey stream-gaging program in central Florida","docAbstract":"In the Red Oak area, Oklahoma, water in shale bedrock occurs in bedding planes and fractures and is confined. Wells probably yield less than 5 gallons per minute. Ground water is a sodium or mixed cation carbonate/bicarbonate type with dissolved-solids concentrations ranging from about 300 to 700 milligrams per liter. No relationship between water chemistry and well depth or location is apparent. Brazil Creek flows 1 cubic foot per second or less about 25 percent of the time and has no flow about 15 percent of the time. Water in Brazil Creek is a mixed cation carbonate/bicarbonate type. Dissolved-solids concentrations upstream from old and recent mines ranged from 30 to 100 milligrams per liter whereas concentrations downstreams from the mines ranged from 50 to 600 milligrams per liter. Excessive levels of cadmium, chromium, lead, and mercury at times preclude use of water from Brazil and Rock Creeks for public supply. Maximum suspended-sediment discharge, in tons per day, was 2,500 for Brazil Creek and 3,300 for Rock Creek. Silt-clay particles with diameters less than 0.062 millimeter were the dominant sediment size. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844116","usgsCitation":"Miller, R.A., Anderson, W., and Heath, R., 1984, Cost-effectiveness of the US Geological Survey stream-gaging program in central Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4116, vi, 89 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844116.","productDescription":"vi, 89 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123460,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4116/report-thumb.jpg"},{"id":57549,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4116/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad1e4b07f02db680e15","contributors":{"authors":[{"text":"Miller, R. A.","contributorId":95090,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200281,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":200279,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Heath, R.C.","contributorId":49408,"corporation":false,"usgs":true,"family":"Heath","given":"R.C.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200280,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27540,"text":"wri844295 - 1984 - Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri844295","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":"84-4295","title":"Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey","docAbstract":"A two-dimensional steady-state model of the water-table aquifer of the Mullica River basin was made to evaluate the flow system and data required to simulate it. The Mullica River basin covers 570 sq mi and is drained by numerous shallow streams. The water-table aquifer consists of sand and gravel intermixed with clay and silt. The computer model is based on a finite-difference method with stream-seepage equations coupled to the groundwater equation. The model was applied to the approximately steady-state conditions of March 1979. Initial estimates of streambed hydraulic conductance and aquifer hydraulic conductivity were adjusted until model water level matched measured water level within 5 ft for 41 of 42 wells. Also, model streamflow was within 20 percent of measured streamflow at 12 of 15 sites. The 5,000-ft grid spacing should be adequate for a future predictive model. The natural flow system is adequately simulated by a two-dimensional model. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844295","usgsCitation":"Harbaugh, A., and Tilley, C., 1984, Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 84-4295, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844295.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158557,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4295/report-thumb.jpg"},{"id":56397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4295/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b469a","contributors":{"authors":[{"text":"Harbaugh, A.W.","contributorId":15208,"corporation":false,"usgs":true,"family":"Harbaugh","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":198287,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tilley, C.L.","contributorId":93538,"corporation":false,"usgs":true,"family":"Tilley","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":198288,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27544,"text":"wri834208 - 1984 - Chemical and biological quality of streams at the Indiana Dunes National Lakeshore, Indiana, 1978-80","interactions":[],"lastModifiedDate":"2016-05-25T11:32:26","indexId":"wri834208","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":"83-4208","title":"Chemical and biological quality of streams at the Indiana Dunes National Lakeshore, Indiana, 1978-80","docAbstract":"

A variety of land uses affects water quality of streams at the Indiana Dunes National Lakeshore. Discharge from storm sewers and runoff from roads contributed lead, zinc, and chlorinated hydrocarbons (chlordane, DOT, ODD, DDE, and PCB's) to all streams except Derby ditch. In addition, the Little Calumet River received ammonia from industrial discharges, and organic materials, nitrogen, phosphorus, and fecal coliform from wastewater-treatment-plant and combinedsanitary- and storm-sewer discharges. As a result, water at some sites in the lower reaches of the Little Calumet River contained dissolved-ammonium-nitrogen concentrations exceeding 0.10 milligram per liter, dissolved-oxygen concentrations less than 3.0 milligrams per liter, and fecal coliform populations exceeding 2,000 colonies per 100 milliliters.

\n

Seepage from two landfills may have caused the concentration of dissolved solids in the west Grand Calumet River lagoon to exceed that in the east lagoon. Ammonium concentrations in the west lagoon ranged from 13 to 16 milligrams per liter as nitrogen.

\n

Pesticides used in agricultural areas were the major source of DOT, ODD, DDE, and dieldrin on streambed materials. Runoff from residential areas was a major source of nitrate, organic materials, and chlordane in Derby ditch and Dunes Creek.

\n

Wetland drainage contributed significant amounts of organic materials to streams and at times increased concentrations of dissolved sulfate and iron. Dissolved-iron concentrations correlated with dissolved-organic-carbon concentrations in yellow-brown water of Kintzele and Derby ditches.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri834208","collaboration":"National Park Service","usgsCitation":"Hardy, M.A., 1984, Chemical and biological quality of streams at the Indiana Dunes National Lakeshore, Indiana, 1978-80: U.S. Geological Survey Water-Resources Investigations Report 83-4208, viii, 95 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834208.","productDescription":"viii, 95 p. :ill., maps ;28 cm.","startPage":"1","endPage":"95","numberOfPages":"105","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":123388,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4208/report-thumb.jpg"},{"id":56400,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4208/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","otherGeospatial":"Indiana Dunes National Lakeshore","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.28869438171387,\n 41.621923034123846\n ],\n [\n -87.26963996887207,\n 41.621730547188456\n ],\n [\n -87.26912498474121,\n 41.60806250618307\n ],\n [\n -87.24603652954102,\n 41.608511736657555\n ],\n [\n -87.24303245544434,\n 41.609859409312534\n ],\n [\n -87.24311828613281,\n 41.61306804041503\n ],\n [\n -87.23959922790527,\n 41.61313221140915\n ],\n [\n -87.23779678344727,\n 41.61396642852365\n ],\n [\n -87.23367691040039,\n 41.61441561788573\n ],\n [\n -87.23221778869629,\n 41.61249049859493\n ],\n [\n -87.2306728363037,\n 41.61531398722544\n ],\n [\n -87.2303295135498,\n 41.61614817612265\n ],\n [\n -87.22672462463377,\n 41.61499314246908\n ],\n [\n -87.22346305847167,\n 41.618329849922084\n ],\n [\n -87.22466468811035,\n 41.62558017672615\n ],\n [\n -87.17668533325195,\n 41.63578058345409\n ],\n [\n -87.17471122741699,\n 41.62301378257129\n ],\n [\n -87.17968940734863,\n 41.62275713753768\n ],\n [\n -87.18063354492188,\n 41.621923034123846\n ],\n [\n -87.1805477142334,\n 41.61807318624671\n ],\n [\n -87.18818664550781,\n 41.616725685192804\n ],\n [\n -87.1889591217041,\n 41.61634067972058\n ],\n [\n -87.18844413757324,\n 41.61364557706411\n ],\n [\n -87.18973159790039,\n 41.61358140658068\n ],\n [\n -87.19127655029297,\n 41.60799833014563\n ],\n [\n -87.19874382019043,\n 41.605174521299304\n ],\n [\n -87.19951629638672,\n 41.60645808609603\n ],\n [\n -87.20681190490723,\n 41.607677449000946\n ],\n [\n -87.2068977355957,\n 41.60273567783677\n ],\n [\n -87.21256256103516,\n 41.59978327031246\n ],\n [\n -87.21359252929686,\n 41.603698390215456\n ],\n [\n -87.22123146057129,\n 41.60286404031713\n ],\n [\n -87.22294807434082,\n 41.600040006763784\n ],\n [\n -87.23161697387695,\n 41.600681843423565\n ],\n [\n -87.23153114318848,\n 41.59644560350027\n ],\n [\n -87.25247383117676,\n 41.59792190049485\n ],\n [\n -87.25273132324217,\n 41.60061766004485\n ],\n [\n -87.25496292114258,\n 41.60074602673845\n ],\n [\n -87.2548770904541,\n 41.60382675078074\n ],\n [\n -87.27805137634276,\n 41.60389093096761\n ],\n [\n -87.27865219116211,\n 41.59914142471562\n ],\n [\n -87.34139442443848,\n 41.605880485097465\n ],\n [\n -87.32903480529784,\n 41.60645808609603\n ],\n [\n -87.31126785278319,\n 41.60594466324155\n ],\n [\n -87.30174064636229,\n 41.609153489052005\n ],\n [\n -87.28517532348633,\n 41.609602711929725\n ],\n [\n -87.28526115417479,\n 41.61640484745891\n ],\n [\n -87.28963851928711,\n 41.616854019839494\n ],\n [\n -87.29006767272949,\n 41.62205135842823\n ],\n [\n -87.28869438171387,\n 41.621923034123846\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e499ee4b07f02db5bcbb8","contributors":{"authors":[{"text":"Hardy, M. A.","contributorId":54223,"corporation":false,"usgs":true,"family":"Hardy","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198295,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28629,"text":"wri844062 - 1984 - Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844062","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":"84-4062","title":"Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico","docAbstract":"A two-dimensional digital ground-water flow model was constructed of the Ogallala aquifer in Lea County, New Mexico. Simulations of predevelopment steady-state and historical pumping conditions were used to fit the model. Projections of water-level declines were made based on the condition of no additional development and the condition of a 0.44 percent annual increase in irrigation withdrawals to 1990 and a 0.88 percent annual increase in nonirrigation withdrawals to 2020. Based on no additional development, projected maximum water-level declines from 1980 were 31 feet in 2000 and 59 feet in 2020. The amount of recoverable water remaining in the aquifer as simulated by the model was 24.6 million acre-feet in 2000 and 22.4 million acre-feet in 2020, compared to an estimated 28 million acre-feet in 1980, with increased withdrawals, projected maximum declines were 33 feet in 2000 and 67 feet in 2020. As simulated by the model, 24.4 million acre-feet of recoverable water remained in 2000 and 21.8 million acre-feet remained in 2020. The sensitivity of the model to variation in hydraulic conductivity, specific yield, and recharge was tested over their range of uncertainty. Projected water-level declines were most sensitive to specific yield. In response to changes in specific yield, declines varied by as much as 6.2 feet from the standard simulation to 2020 with no additional development. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844062","usgsCitation":"McAda, D.P., 1984, Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4062, ix, 84 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844062.","productDescription":"ix, 84 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159092,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4062/report-thumb.jpg"},{"id":57469,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d93f","contributors":{"authors":[{"text":"McAda, D. P.","contributorId":93066,"corporation":false,"usgs":true,"family":"McAda","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200141,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27568,"text":"wri844292 - 1984 - Availability of natural and regulated streamflows for instream uses during historical droughts, lower Neosho River, southeastern Kansas","interactions":[],"lastModifiedDate":"2023-01-04T20:40:23.015022","indexId":"wri844292","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":"84-4292","title":"Availability of natural and regulated streamflows for instream uses during historical droughts, lower Neosho River, southeastern Kansas","docAbstract":"

The effects of three historical droughts on streamflows available for instream use on the lower Neosho River at Iola and Parsons, Kansas, were investigated. Natural streamflows that occurred during the three droughts were compared to the multiple-use and water-quality streamflows recommended by State agencies. A reservoir model was used to investigate the effects of John Redmond Reservoir on the natural streamflows. The regulated streamflow produced from the reservoir model then was compared to the multiple-use and water-quality streamflows. The regulated streamflows usually satisfied the multiple-use and water-quality streamflows more often than the natural streamflows. Frequency analysis made on the natural and regulated streamflows showed that the number of days of low flow (less than 30 cubic feet per second) were reduced by the regulated streamflows, which aided in the achievement of the multiple-use and water-quality streamflows goals. The reservoir model was used to determine if sufficient storage was available in John Redmond Reservoir to modify the natural streamflows in order to satisfy the multiple-use and water-quality streamflow recommendations. Additional storage of 15,400 acre-feet was estimated to be needed to maintain the multiple-use streamflows at Parsons.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844292","usgsCitation":"Hart, R.J., and Stiles, T.C., 1984, Availability of natural and regulated streamflows for instream uses during historical droughts, lower Neosho River, southeastern Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4292, vi, 42 p., https://doi.org/10.3133/wri844292.","productDescription":"vi, 42 p.","costCenters":[],"links":[{"id":411378,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36135.htm","linkFileType":{"id":5,"text":"html"}},{"id":56433,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4292/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124297,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4292/report-thumb.jpg"}],"country":"United States","state":"Kansas, Missouri","otherGeospatial":"lower Neosho River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -95.967,\n 38.428\n ],\n [\n -95.967,\n 37\n ],\n [\n -94.072,\n 37\n ],\n [\n -94.072,\n 38.428\n ],\n [\n -95.967,\n 38.428\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d833","contributors":{"authors":[{"text":"Hart, R. J.","contributorId":62607,"corporation":false,"usgs":true,"family":"Hart","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198342,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stiles, T. C.","contributorId":56690,"corporation":false,"usgs":true,"family":"Stiles","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198341,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27588,"text":"wri834269 - 1984 - Numerical simulation of the High Plains regional aquifer, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri834269","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":"83-4269","title":"Numerical simulation of the High Plains regional aquifer, northwestern Oklahoma","docAbstract":"The High Plains aquifer consists of the Tertiary Ogallala Formation and overlying Quaternary alluvium and terrace deposits together with parts of underlying rocks. Before extensive irrigation in the 1960's, recharge from precipitation was balanced by natural discharge. Baseflow was estimated as approximately 118 cubic feet per second in 1980. A finite-difference digital model simulated flow in the aquifer. Recharge was adjusted so that 1980 baseflow was 118 cubic feet per second. Recharge in the eastern half of the modeled area was 0.45 inch per year and one-half this value in the western half. Three hydraulic conductivity zones were used: 19.3 feet per day in the east; 16.2 feet per day in the center; and 8.28 feet per day in the west. A specific yield of 14.7 percent was used. The calibrated model gave a mean difference between predevelopment modeled and measured heads of -0.044 foot. Using 1980 pumping rates, the model was used to predict 1993 and 2020 water in storage and saturated thickness. The calculated water in storage , in million acre-feet, in 1941 (predevelopment) was 135.2; in 1980, 121.9; in 1993, 112.7; and in 2020, 96.2. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834269","usgsCitation":"Havens, J., and Christenson, S.C., 1984, Numerical simulation of the High Plains regional aquifer, northwestern Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4269, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834269.","productDescription":"v, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126883,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4269/report-thumb.jpg"},{"id":56452,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56453,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56454,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56455,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56456,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56457,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56458,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56459,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4269/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56460,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4269/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69682b","contributors":{"authors":[{"text":"Havens, J.S.","contributorId":12043,"corporation":false,"usgs":true,"family":"Havens","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":198373,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Christenson, S. C.","contributorId":98320,"corporation":false,"usgs":true,"family":"Christenson","given":"S.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198374,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28876,"text":"wri834048 - 1984 - Water in sand and gravel deposits in McHenry County, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri834048","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":"83-4048","title":"Water in sand and gravel deposits in McHenry County, Illinois","docAbstract":"McHenry County, Illinois derives a major part of its ground-water supply from unconsolidated sand and gravel aquifers. Twenty-six public systems tap these aquifers for all or part of their supply. The county contains two types of sand and gravel aquifers--unconfined aquifers which are at or near the land surface, and semiconfined aquifers which are overlain by one or more till members. A map of water levels in unconfined and semiconfined aquifers shows that moraines and other topographically high features are ground-water divides of local flow systems. Distances from ground-water divides to discharge areas are a few miles or less. The quality of the ground water is good for most uses, although treatment may be required to reduce hardness (median concentration is 340 milligrams per liter) and dissolved iron (median concentrations is 140 micrograms per liter). Ground water is a calcium magnesium bicarbonate type. The range of specific conductance is from 260 to 1,170 micromhos. Values are higher near towns. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834048","usgsCitation":"Nicholas, J., and Krohelski, J.T., 1984, Water in sand and gravel deposits in McHenry County, Illinois: U.S. Geological Survey Water-Resources Investigations Report 83-4048, vii, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834048.","productDescription":"vii, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159494,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4048/report-thumb.jpg"},{"id":57750,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4048/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57751,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f97aa","contributors":{"authors":[{"text":"Nicholas, J.R.","contributorId":26673,"corporation":false,"usgs":true,"family":"Nicholas","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":200545,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krohelski, J. T.","contributorId":59046,"corporation":false,"usgs":true,"family":"Krohelski","given":"J.","email":"","middleInitial":"T.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200546,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28883,"text":"wri844177 - 1984 - Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844177","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":"84-4177","title":"Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine","docAbstract":"McGrath and Ellis Ponds in south-central Maine have been identified as having nuisance algae blooms. In 1978, a cooperative study between the U.S. Geological Survey and the Maine Department Environmental Protection was begun to evaluate areas in which restoration effort would best improve water quality of the ponds. Streamflow and phosphorus data were collected from 28 tributaries to the ponds, April 1 through September 30, 1978 and 1979. Phosphorus yields from each tributary watershed were compared to determine their relative importance to the phosphorus budgets of the ponds. Three tributaries to the ponds were estimated to contribute 44 percent of the phosphorus load, yet drain only 22 percent of the watershed. Phosphorus input to the ponds likely would be most easily reduced by instituting phosphorus control practices in parts of the basin drained by the three tributaries. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844177","usgsCitation":"Nichols, W.J., Sowles, J., and Lobao, J., 1984, Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine: U.S. Geological Survey Water-Resources Investigations Report 84-4177, v, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844177.","productDescription":"v, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159622,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4177/report-thumb.jpg"},{"id":57756,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4177/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6864f5","contributors":{"authors":[{"text":"Nichols, Wallace J.","contributorId":81106,"corporation":false,"usgs":false,"family":"Nichols","given":"Wallace","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200557,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sowles, J.W.","contributorId":35366,"corporation":false,"usgs":true,"family":"Sowles","given":"J.W.","affiliations":[],"preferred":false,"id":200556,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lobao, J.J.","contributorId":89183,"corporation":false,"usgs":true,"family":"Lobao","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":200558,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27741,"text":"wri844207 - 1984 - Statistical models for estimating flow characteristics of Michigan streams","interactions":[],"lastModifiedDate":"2016-10-13T12:01:24","indexId":"wri844207","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":"84-4207","title":"Statistical models for estimating flow characteristics of Michigan streams","docAbstract":"

Multiple-regression equations were developed to estimate flow characteristics at ungaged sites. Several readily measureable basin characteristics and an areal adjustment factor are required in the equations. Equations have been prepared to estimate mean and mean monthly flow, flow duration, low flow, peak flow, and flood volume.

The precision of the flow estimate varies with the flow characteristic being estimated, and the basin characteristics at the site of interest. Mean and mean monthly flow characteristics have the lowest standard error while the peak flow and low flow characteristics have the highest standard errors. Sites that have basin characteristics similar to the basin characteristics used to develop the regression equations can be estimated more precisely. Confidence limits can be computed about the estimate using information included in this report.

Five regions were designated in Michigan to account for the areal variation in the standard error of regression equations. Increased gaging activity in regions having higher standard errors may provide the greatest potential for increasing the precision of regional transfer of flow information provided .by regression equations. Accordingly, additional continuous-record stations may be most useful in region 3 for reducing the standard error of mean and mean monthly flow equations. Additional partial-record stations may be most beneficial in region 4 for reducing the standard error of low flow and peak-flow regression equations.

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J.","affiliations":[],"preferred":false,"id":198622,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Croskey, H.M.","contributorId":57501,"corporation":false,"usgs":true,"family":"Croskey","given":"H.M.","email":"","affiliations":[],"preferred":false,"id":198621,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28589,"text":"wri844007 - 1984 - Simulated ground-water flow in the Potomac aquifers, New Castle County, Delaware","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844007","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":"84-4007","title":"Simulated ground-water flow in the Potomac aquifers, New Castle County, Delaware","docAbstract":"Flow in three aquifers of the Potomac Formation in New Castle County, Delaware, was simulated. Results of the calibrated flow model show the maximum transmissivity of the lower aquifer is between 1,000 and 1,500 square feet per day; the middle aquifer, between 3,000 and 3,500 square feet per day; and the upper aquifer, between 5,000 and 6,000 square feet per day. Vertical leakance values for the three confining beds are similar and range 1 x 10 to the (1-8) power per day in downdip areas and .01 per day in subcrop areas. A storage coefficient of 0.00056 was used for each aquifer. A specific storage value of 0.000006 per foot was used for each confining bed. Estimated storage coefficients were not changed during calibration. Changes in water levels resulting from five scenarios of future pumpage were evaluated. Results of these simulations show: (1) the reduction in pumpage at Amoco causing a 120 foot local recovery of heads; (2) water levels generally will change less than 25 feet if there is no change in pumpage; (3) proposed pumpage in western Delaware may cause drawdowns below the tops of the aquifers; and (4) expected increases in pumpage would cause the greatest head decline, about 40 feet, in the lower aquifer at Getty. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844007","usgsCitation":"Martin, M., 1984, Simulated ground-water flow in the Potomac aquifers, New Castle County, Delaware: U.S. Geological Survey Water-Resources Investigations Report 84-4007, vii, 85 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844007.","productDescription":"vii, 85 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4007/report-thumb.jpg"},{"id":57417,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4007/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57418,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611d12","contributors":{"authors":[{"text":"Martin, Mary","contributorId":7290,"corporation":false,"usgs":true,"family":"Martin","given":"Mary","affiliations":[],"preferred":false,"id":200075,"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":"

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.

\n

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.

\n

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.

\n

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.

\n

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.

","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":42769,"text":"ofr84810 - 1984 - Reconnaissance of trace-organic compounds in ground water throughout Puerto Rico, October 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:05:04","indexId":"ofr84810","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-810","title":"Reconnaissance of trace-organic compounds in ground water throughout Puerto Rico, October 1983","language":"ENGLISH","doi":"10.3133/ofr84810","usgsCitation":"Guzman-Rios, S., and Quinones-Marquez, F., 1984, Reconnaissance of trace-organic compounds in ground water throughout Puerto Rico, October 1983: U.S. Geological Survey Open-File Report 84-810, 1 map ;16 x 22 cm., on sheet 54 x 58 cm., https://doi.org/10.3133/ofr84810.","productDescription":"1 map ;16 x 22 cm., on sheet 54 x 58 cm.","costCenters":[],"links":[{"id":136545,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6368f0","contributors":{"authors":[{"text":"Guzman-Rios, Senen sgguzman@usgs.gov","contributorId":2853,"corporation":false,"usgs":true,"family":"Guzman-Rios","given":"Senen","email":"sgguzman@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":227088,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Quinones-Marquez, Ferdinand","contributorId":79083,"corporation":false,"usgs":true,"family":"Quinones-Marquez","given":"Ferdinand","email":"","affiliations":[],"preferred":false,"id":227089,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":41866,"text":"ofr84352 - 1984 - Aeromagnetic map of part of the Anchorage 1° by 3° quadrangle, Alaska","interactions":[],"lastModifiedDate":"2021-10-27T20:42:52.771424","indexId":"ofr84352","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-352","title":"Aeromagnetic map of part of the Anchorage 1° by 3° quadrangle, Alaska","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84352","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Aeromagnetic map of part of the Anchorage 1° by 3° quadrangle, Alaska: U.S. Geological Survey Open-File Report 84-352, 1 Plate: 28.19 × 19.04 inches, https://doi.org/10.3133/ofr84352.","productDescription":"1 Plate: 28.19 × 19.04 inches","costCenters":[],"links":[{"id":175650,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":391041,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13364.htm"},{"id":79596,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0352/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Anchorage 1° by 3° quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -150,\n 61\n ],\n [\n -147,\n 61\n ],\n [\n -147,\n 61.828\n ],\n [\n -150,\n 61.828\n ],\n [\n -150,\n 61\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db6979e2","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530671,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28748,"text":"wri844065 - 1984 - Availability and chemistry of ground water on the Bruneau Plateau and adjacent eastern plain in Twin Falls County, south-central Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844065","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":"84-4065","title":"Availability and chemistry of ground water on the Bruneau Plateau and adjacent eastern plain in Twin Falls County, south-central Idaho","docAbstract":"The Bruneau plateau in south-central Idaho consists of about 889 ,600 acres of potentially irrigable land. About 112,200 of these acres have been developed for agriculture; 11,200 acres are irrigated with ground water, and the remaining acreage is irrigated with water from the Snake and Bruneau rivers and Salmon Falls Creek. On the basis of present usage, about 158,000 acre-feet of water per year are needed to develop an additional 63,000 acres. About 438,000 acre-feet per year are needed to irrigate existing and newly developed lands in dry years when streamflow in the Snake River at Milner Dam is inadequate to meet appropriated needs. Pumping lifts of about 400-600 feet and low well yields on the Bruneau plateau probably preclude large-scale irrigation development solely from local ground-water resources. However, supplemental sources of irrigation water are available from a perched-water aquifer, a thermal aquifer, and the regional aquifer adjacent to the plateau. About 100,000-115,000 acre-feet per year of water probably could be withdrawn from the perched and regional aquifers and conveyed to the plateau without serious impact on local ground-water resources. The amount of water that could be safely withdrawn from the thermal aquifer was not determined. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844065","usgsCitation":"Moffatt, R.L., and Jones, M., 1984, Availability and chemistry of ground water on the Bruneau Plateau and adjacent eastern plain in Twin Falls County, south-central Idaho: U.S. Geological Survey Water-Resources Investigations Report 84-4065, vi, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844065.","productDescription":"vi, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118910,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4065/report-thumb.jpg"},{"id":57597,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4065/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57598,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4065/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57599,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db655e5b","contributors":{"authors":[{"text":"Moffatt, R. L.","contributorId":79889,"corporation":false,"usgs":true,"family":"Moffatt","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200331,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, M.L.","contributorId":88731,"corporation":false,"usgs":true,"family":"Jones","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":200332,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26559,"text":"wri844339 - 1984 - Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980","interactions":[],"lastModifiedDate":"2022-01-26T20:24:13.835979","indexId":"wri844339","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":"84-4339","title":"Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844339","usgsCitation":"Cheng, R.T., and Gartner, J.W., 1984, Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980: U.S. Geological Survey Water-Resources Investigations Report 84-4339, 1778 p., https://doi.org/10.3133/wri844339.","productDescription":"1778 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":394910,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36174.htm"},{"id":157321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4339/report-thumb.jpg"},{"id":55426,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4339/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.62939453125001,\n 37.33522435930639\n ],\n [\n -121.62963867187499,\n 37.33522435930639\n ],\n [\n -121.62963867187499,\n 38.30718056188316\n ],\n [\n -122.62939453125001,\n 38.30718056188316\n ],\n [\n -122.62939453125001,\n 37.33522435930639\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b76d","contributors":{"authors":[{"text":"Cheng, R. T.","contributorId":23138,"corporation":false,"usgs":false,"family":"Cheng","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196616,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gartner, J. W.","contributorId":81903,"corporation":false,"usgs":false,"family":"Gartner","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196617,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9365,"text":"ofr84821 - 1984 - Water-quality data for aquifers in east-central New Jersey, 1981-82","interactions":[],"lastModifiedDate":"2012-02-02T00:06:00","indexId":"ofr84821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-821","title":"Water-quality data for aquifers in east-central New Jersey, 1981-82","docAbstract":"Data are presented in tables for 238 wells representing nine aquifers underlying the New Jersey Coastal Plain. Approximately two-thirds of these wells are screened in the unconfined Kirkwood-Cohansey aquifer system, the principal source of groundwater in the study area. In addition, seven local streams were sampled in their headwaters under base flow conditions. Field measurements include water temperature, specific conductance, pH, and alkalinity; laboratory determinations include common inorganic ions, nutrients, trace metals, dissolved organic carbon, and volatile organic compounds. Other tables include lithology and hydrologic characteristics of geologic units, well-construction data, and median and extreme values of constituents in water of the Kirkwood-Cohansey aquifer system. A plate shows all sampling sites and presents three hydrogeologic sections delineating subsurface relationships. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84821","usgsCitation":"Harriman, D., and Voronin, L., 1984, Water-quality data for aquifers in east-central New Jersey, 1981-82: U.S. Geological Survey Open-File Report 84-821, iv, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84821.","productDescription":"iv, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":140876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0821/report-thumb.jpg"},{"id":37075,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0821/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37076,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0821/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b7e4b07f02db5cc552","contributors":{"authors":[{"text":"Harriman, D.A.","contributorId":27860,"corporation":false,"usgs":true,"family":"Harriman","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":159549,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voronin, L. 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