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,{"id":24988,"text":"pp1241C - 1984 - Geology and geochronology of Precambrian rocks in the Central Interior region of the United States","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"pp1241C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1241","chapter":"C","title":"Geology and geochronology of Precambrian rocks in the Central Interior region of the United States","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/pp1241C","usgsCitation":"Denison, R.E., Lidiak, E., Bickford, M.E., and Kisvarsanyi, E.B., 1984, Geology and geochronology of Precambrian rocks in the Central Interior region of the United States: U.S. Geological Survey Professional Paper 1241, p. C1-C20;  1 plate in pocket, https://doi.org/10.3133/pp1241C.","productDescription":"p. C1-C20;  1 plate in pocket","costCenters":[],"links":[{"id":126359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1241c/report-thumb.jpg"},{"id":247334,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1241c/plate-1.pdf","size":"1144","linkFileType":{"id":1,"text":"pdf"}},{"id":53973,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1241c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6496f5","contributors":{"authors":[{"text":"Denison, Rodger E.","contributorId":42994,"corporation":false,"usgs":true,"family":"Denison","given":"Rodger","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":192950,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lidiak, E.G.","contributorId":101698,"corporation":false,"usgs":true,"family":"Lidiak","given":"E.G.","email":"","affiliations":[],"preferred":false,"id":192952,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bickford, M. E.","contributorId":6891,"corporation":false,"usgs":false,"family":"Bickford","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":192949,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kisvarsanyi, E. B.","contributorId":62214,"corporation":false,"usgs":true,"family":"Kisvarsanyi","given":"E.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":192951,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":24993,"text":"pp1274AB - 1984 - Faulting related to the 1915 earthquakes in Pleasant Valley, Nevada","interactions":[{"subject":{"id":46089,"text":"ofr80608 - 1980 - Map of fault scarps formed during earthquake of October 2, 1915, Pleasant Valley, Nevada, and other young fault scarps","indexId":"ofr80608","publicationYear":"1980","noYear":false,"title":"Map of fault scarps formed during earthquake of October 2, 1915, Pleasant Valley, Nevada, and other young fault scarps"},"predicate":"SUPERSEDED_BY","object":{"id":24993,"text":"pp1274AB - 1984 - Faulting related to the 1915 earthquakes in Pleasant Valley, Nevada","indexId":"pp1274AB","publicationYear":"1984","noYear":false,"chapter":"A-B","title":"Faulting related to the 1915 earthquakes in Pleasant Valley, Nevada"},"id":1}],"lastModifiedDate":"2022-08-01T19:15:23.183492","indexId":"pp1274AB","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1274","chapter":"A-B","title":"Faulting related to the 1915 earthquakes in Pleasant Valley, Nevada","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1274AB","usgsCitation":"Wallace, R.E., Bonilla, M.G., and Villalobos, H.A., 1984, Faulting related to the 1915 earthquakes in Pleasant Valley, Nevada: U.S. Geological Survey Professional Paper 1274, Report; 57 p.; 2 Plates: 23.00 × 42.00 inches and 30.00 × 13.00 inches, https://doi.org/10.3133/pp1274AB.","productDescription":"Report; 57 p.; 2 Plates: 23.00 × 42.00 inches and 30.00 × 13.00 inches","costCenters":[],"links":[{"id":53981,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1274a-b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53980,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1274a-b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53979,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1274a-b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121517,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1274a-b/report-thumb.jpg"},{"id":104591,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4785.htm","linkFileType":{"id":5,"text":"html"},"description":"4785"}],"country":"United States","state":"Nevada","otherGeospatial":"Pleasant Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.75,\n              40.0614\n            ],\n            [\n              -117.375,\n              40.0614\n            ],\n            [\n              -117.375,\n              40.625\n            ],\n            [\n              -117.75,\n              40.625\n            ],\n            [\n              -117.75,\n              40.0614\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f731f","contributors":{"authors":[{"text":"Wallace, R. E.","contributorId":6823,"corporation":false,"usgs":true,"family":"Wallace","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":192964,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bonilla, Manuel G.","contributorId":74384,"corporation":false,"usgs":true,"family":"Bonilla","given":"Manuel","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":192966,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Villalobos, H. A.","contributorId":8133,"corporation":false,"usgs":true,"family":"Villalobos","given":"H.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":192965,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25695,"text":"wri844186 - 1984 - Partial compilation and revision of basic data in the WATEQ programs","interactions":[],"lastModifiedDate":"2018-03-21T15:28:32","indexId":"wri844186","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":"84-4186","title":"Partial compilation and revision of basic data in the WATEQ programs","docAbstract":"Several portions of the basic data in the WATEQ series of computer programs (WATEQ, WATEQF, WATEQ2, WATEQ3, and PHREEQE) are compiled. The density and dielectric constant of water and their temperature dependence are evaluated for the purpose of updating the Debye-Huckel solvent parameters in the activity coefficient equations. The standard state thermodynamic properties of the Fe2+ and Fe3+ aqueous ions are refined. The main portion of this report is a comprehensive listing of aluminum hydrolysis constants, aluminum fluoride, aluminum sulfate, calcium chloride, magnesium chloride, potassium sulfate and sodium sulfate stability constants, solubility product constants for gibbsite and amorphous aluminum hydroxide, and the standard electrode potentials for Fe (s)/Fe2+(aq) and Fe2 +(aq)/Fe3+(aq). (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844186","usgsCitation":"Nordstrom, D.K., Valentine, S., Ball, J., Plummer, N., and Jones, B., 1984, Partial compilation and revision of basic data in the WATEQ programs: U.S. Geological Survey Water-Resources Investigations Report 84-4186, iii, 40 p. :ill. ;28 cm., https://doi.org/10.3133/wri844186.","productDescription":"iii, 40 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":54460,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4186/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122708,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4186/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf81","contributors":{"authors":[{"text":"Nordstrom, D. Kirk 0000-0003-3283-5136 dkn@usgs.gov","orcid":"https://orcid.org/0000-0003-3283-5136","contributorId":749,"corporation":false,"usgs":true,"family":"Nordstrom","given":"D.","email":"dkn@usgs.gov","middleInitial":"Kirk","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":false,"id":194695,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Valentine, S.D.","contributorId":19194,"corporation":false,"usgs":true,"family":"Valentine","given":"S.D.","email":"","affiliations":[],"preferred":false,"id":194691,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ball, J.W.","contributorId":67507,"corporation":false,"usgs":true,"family":"Ball","given":"J.W.","affiliations":[],"preferred":false,"id":194693,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Plummer, Niel 0000-0002-4020-1013 nplummer@usgs.gov","orcid":"https://orcid.org/0000-0002-4020-1013","contributorId":190100,"corporation":false,"usgs":true,"family":"Plummer","given":"Niel","email":"nplummer@usgs.gov","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":194694,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Jones, B.F.","contributorId":52156,"corporation":false,"usgs":true,"family":"Jones","given":"B.F.","email":"","affiliations":[],"preferred":false,"id":194692,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":24997,"text":"pp1244 - 1984 - Floods of May 1978 in southeastern Montana and northeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"pp1244","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1244","title":"Floods of May 1978 in southeastern Montana and northeastern Wyoming","docAbstract":"Heavy rain and some snow fell on previously saturated ground over southeastern Montana and northeastern Wyoming during May 16-19, 1978. The maximum amount of 7.60 inches within a 72-hour period observed at Lame Deer, Montana, set a record for the month of May in that region. Heavy flooding occurred in the drainages of the Yellowstone River and its tributaries as well as the Belle Fourche, Cheyenne, and North Platte Rivers. The previous maximum flood of record was exceeded at 48 gaged sites, and the 1-percent chance flood was equaled or exceeded at 24 sites. Flood damage was extensive, exceeding $33 million. Nineteen counties in the two States were declared major disaster areas. Mean daily suspended-sediment discharges exceeded previously recorded maximum mean daily values at four sites on the Powder River. The maximum daily suspended-sediment discharge of 2,810,000 tons per day occurred on May 20 at the Site Powder River near Arvada, Wyoming. (USGS)","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Distribution Branch, U.S. Geological Survey,","doi":"10.3133/pp1244","usgsCitation":"Parrett, C., Carlson, D., Craig, G.S., and Chin, E., 1984, Floods of May 1978 in southeastern Montana and northeastern Wyoming: U.S. Geological Survey Professional Paper 1244, 74 p., https://doi.org/10.3133/pp1244.","productDescription":"74 p.","costCenters":[],"links":[{"id":118996,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1244/report-thumb.jpg"},{"id":53985,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1244/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5df9cb","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":192976,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":192977,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Craig, G. S.","contributorId":91515,"corporation":false,"usgs":true,"family":"Craig","given":"G.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":192979,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Chin, E.H.","contributorId":48212,"corporation":false,"usgs":true,"family":"Chin","given":"E.H.","email":"","affiliations":[],"preferred":false,"id":192978,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25702,"text":"wri844230 - 1984 - Phenolic contamination in the sand-and-gravel aquifer from a surface impoundment of wood treatment wastes, Pensacola, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:18","indexId":"wri844230","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":"84-4230","title":"Phenolic contamination in the sand-and-gravel aquifer from a surface impoundment of wood treatment wastes, Pensacola, Florida","docAbstract":"Creosote and pentachlorophenol wastewaters discharged to unlined surface impoundments have resulted in groundwater contamination in the vicinity of an industrial site near Pensacola, Florida. Total phenol concentrations of 36,000 microgm/liter have been detected 40 ft below land surface in a test hole 100 ft south of an overflow impoundment but less than 10 microgm/liter 90 ft below land surface. Samples collected in test holes 1,350 ft downgradient from the surface impoundments and 100 ft north of Pensacola Bay, above and immediately below a clay lens, indicate that phenol contaminated groundwater may not be discharging directly into Pensacola Bay. Phenol concentrations exceeding 20 microgm/liter were detected in samples from a drainage ditch discharging directly into Bayou Chico. Microbiological data collected near the test site suggest that an anaerobic methanogenic ecosystem contributes to a reduction in phenol concentrations in groundwater. A laboratory study using bacteria isolated from the study site indicates that phenol, 2-methylphenol, and 3-methylphenol are significantly degraded and that methanogenesis reduces total phenol concentrations in laboratory digestors by 45%. Pentachlorophenol may inhibit methanogenesis at concentrations exceeding 0.45 milligm/liter. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844230","usgsCitation":"Troutman, D., Godsy, E., Goerlitz, D., and Ehrlich, G.G., 1984, Phenolic contamination in the sand-and-gravel aquifer from a surface impoundment of wood treatment wastes, Pensacola, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4230, iv, 36 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844230.","productDescription":"iv, 36 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123635,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4230/report-thumb.jpg"},{"id":54464,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4230/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686216","contributors":{"authors":[{"text":"Troutman, D.E.","contributorId":66301,"corporation":false,"usgs":true,"family":"Troutman","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":194724,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Godsy, E.M.","contributorId":56685,"corporation":false,"usgs":true,"family":"Godsy","given":"E.M.","email":"","affiliations":[],"preferred":false,"id":194723,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Goerlitz, D.F.","contributorId":8445,"corporation":false,"usgs":true,"family":"Goerlitz","given":"D.F.","affiliations":[],"preferred":false,"id":194722,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ehrlich, G. G.","contributorId":89126,"corporation":false,"usgs":true,"family":"Ehrlich","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":194725,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25728,"text":"wri844011 - 1984 - Quality and quantity of runoff and atmospheric deposition in urban areas of Salt Lake County, Utah, 1980-81","interactions":[],"lastModifiedDate":"2025-07-21T17:33:27.68156","indexId":"wri844011","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":"84-4011","title":"Quality and quantity of runoff and atmospheric deposition in urban areas of Salt Lake County, Utah, 1980-81","docAbstract":"Water of good quality from mountain streams is degraded as it moves through urban areas to the Jordan River in Salt Lake County, Utah. The impact of urban runoff and atmospheric deposition on the quality of water in those streams and in storm conduits and canals functioning as storm drains was evaluated using data collected during 1980-81. Atmospheric-wetfall loads for an average storm were as much as 10 pounds per acre for total solids, but the dissolved trace metals were generally present in insignificant quantities. Wetfall-deposition loads generally were greater than storm-runoff loads, indicating that a large quantity of the wetfall load remained as soil deposits. Acid rain fell in more than one-half of the storms sampled, most commonly in September and October. Dustfall concentrations reflected the composition of local soils, particularly with regard to iron, manganese, and chromium; but concentrations of cadmium, copper, lead, zinc, and chloride were considerably enriched. Monthly loads of dryfall solids reached a maximum of 62 pounds per acre in the Little Cottonwood Creek urban basin, but were of the same magnitude as total storm loads for a heavy rainfall. Urban runoff represented about 38 percent of the discharge in three canals. The water in the canals was poorer in quality than the water in the mountain streams. The impact of the canal discharges to the streams is slight, however, owing to their ' relatively small amounts. ' Concentrations of sediment, suspended solids, suspended trace metals, phosphorus, and oxygen-demanding substances were much greater during storm runoff than under base-flow conditions. This report contains data for basin and storm characteristics and water-quality information for atmospheric deposition and urban runoff. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844011","collaboration":"Prepared In cooperation with the Salt Lake County Division of Flood Control and Water Quality","usgsCitation":"Christensen, R., Stephens, D.W., Pyper, G., McCormack, H., and Weigel, J.F., 1984, Quality and quantity of runoff and atmospheric deposition in urban areas of Salt Lake County, Utah, 1980-81: U.S. Geological Survey Water-Resources Investigations Report 84-4011, Report: viii, 223 p.; 1 Plate: 25.97 x 20.67 inches, https://doi.org/10.3133/wri844011.","productDescription":"Report: viii, 223 p.; 1 Plate: 25.97 x 20.67 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R.C.","contributorId":56670,"corporation":false,"usgs":true,"family":"Christensen","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":194819,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194820,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pyper, G. E.","contributorId":35337,"corporation":false,"usgs":true,"family":"Pyper","given":"G. E.","affiliations":[],"preferred":false,"id":194818,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"McCormack, H.F.","contributorId":93453,"corporation":false,"usgs":true,"family":"McCormack","given":"H.F.","email":"","affiliations":[],"preferred":false,"id":194822,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Weigel, J. F.","contributorId":74394,"corporation":false,"usgs":true,"family":"Weigel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":194821,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":25548,"text":"wri834262 - 1984 - Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri834262","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":"83-4262","title":"Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California","docAbstract":"This report describes the availability of ground water in the southwestern part of Nevada County, and suggests general guidelines for selecting sites for future ground-water development in the study area. Ground water in this area occurs chiefly in fractures in hard pre-Tertiary metavolcanic and plutonic rocks generally above a depth of 215 feet. Some ground water is found at the contact between alluvium or decomposed granite and the underlying hard rock; little is found in alluvium or colluvium. Mean yield is less than 18 gallons per minute. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834262","usgsCitation":"Page, R.W., Anttila, P., Johnson, K.L., and Pierce, M., 1984, Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California: U.S. Geological Survey Water-Resources Investigations Report 83-4262, iv, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834262.","productDescription":"iv, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4262/report-thumb.jpg"},{"id":54267,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d2e7","contributors":{"authors":[{"text":"Page, R. W.","contributorId":17215,"corporation":false,"usgs":true,"family":"Page","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194145,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anttila, P.W.","contributorId":56231,"corporation":false,"usgs":true,"family":"Anttila","given":"P.W.","email":"","affiliations":[],"preferred":false,"id":194146,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, K. L.","contributorId":75543,"corporation":false,"usgs":true,"family":"Johnson","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194147,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Pierce, M.J.","contributorId":8893,"corporation":false,"usgs":true,"family":"Pierce","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":194144,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25531,"text":"wri844054 - 1984 - Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri844054","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":"84-4054","title":"Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada","docAbstract":"A flow-routing model of the upper Schoharie Creek basin, New York, was developed and used to simulate high flows at the inlet of the Blenheim-Gilboa Reservoir. The flows from Schoharie Creek at Prattsville, the primary source of flow data in the basin, and tributary flows from the six minor basins downstream, are combined and routed along the 9.7 mile reach of the Schoharie Creek between Prattsville and the reservoir inlet. Data from five historic floods were used for model calibration and four for verification. The accuracy of the model as measured by the difference between simulated and observed total flow volumes, is within 14 percent. Results indicate that inflows to the Blenheim-Gilboa Reservoir can be predicted approximately 2 hours in advance. One of the historical floods was chosen for additional model testing to assess a hypothetical real-time model application. Total flow-volume errors ranged from 30.2 percent to -9.2 percent. Alternative methods of obtaining hydrologic data for model input are presented for use in the event that standard forms of hydrologic data are unavailable. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844054","usgsCitation":"Olmsted, F.H., Welch, A., Van Denburgh, A.S., and Ingebritsen, S.E., 1984, Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4054, xiv, 166 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844054.","productDescription":"xiv, 166 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110164,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35951.htm","linkFileType":{"id":5,"text":"html"},"description":"35951"},{"id":121804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4054/report-thumb.jpg"},{"id":54251,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4054/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54252,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4054/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54253,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf2c","contributors":{"authors":[{"text":"Olmsted, F. H.","contributorId":24765,"corporation":false,"usgs":true,"family":"Olmsted","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":194068,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welch, A. H.","contributorId":14836,"corporation":false,"usgs":true,"family":"Welch","given":"A. H.","affiliations":[],"preferred":false,"id":194066,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Van Denburgh, A. S.","contributorId":23928,"corporation":false,"usgs":true,"family":"Van Denburgh","given":"A.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":194067,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ingebritsen, S. E.","contributorId":8078,"corporation":false,"usgs":true,"family":"Ingebritsen","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194065,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25831,"text":"wri834092 - 1984 - Water-quality assessment of the Illinois River basin, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri834092","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":"83-4092","title":"Water-quality assessment of the Illinois River basin, Arkansas","docAbstract":"A water-quality assessment was made of Illinois River, Muddy Fork, Spring Creek, and Osage Creek in northwest Arkansas. Data were collected to calibrate and verify steady-state digital, stream, water-quality models. The models were then used to simulate changes in instream diel-minimum dissolved-oxygen resulting from changes in nutrient loading. The city of Fayetteville proposes to divert part of its projected wastewater-treatment plant discharge to Illinois River. Muddy Fork, Spring Creek, and Osage Creek currently received effluent from the cities of Prairie Grove, Springdale, and Rogers, respectively. The diel-minimum dissolved-oxygen standard for each of these streams is 4.0 mg/L under projected loadings. Data collected indicate that none of the four streams meet Arkansas state standards for diel-minimum dissolved oxygen, total phosphorus, and fecal coliform bacteria. Computed dissolved-oxygen deficits indicate that benthal demand is the principal reason for dissolved-oxygen not meeting standards. Model simulations indicate that Spring Creek and Osage Creek can meet dissolved oxygen standards with stringent effluent limits imposed at the inspecting waste water-treatment plants; Muddy Fork and Illinois River can not. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834092","usgsCitation":"Terry, J.E., Morris, E.E., Petersen, J.C., and Darling, M., 1984, Water-quality assessment of the Illinois River basin, Arkansas: U.S. Geological Survey Water-Resources Investigations Report 83-4092, 435 p.  :ill. ;28 cm., https://doi.org/10.3133/wri834092.","productDescription":"435 p.  :ill. ;28 cm.","costCenters":[],"links":[{"id":158082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4092/report-thumb.jpg"},{"id":54579,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4092/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6f06","contributors":{"authors":[{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":195257,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morris, E. E.","contributorId":93493,"corporation":false,"usgs":true,"family":"Morris","given":"E.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":195258,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Petersen, Jim C.","contributorId":43816,"corporation":false,"usgs":true,"family":"Petersen","given":"Jim","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":195255,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Darling, M.E.","contributorId":82355,"corporation":false,"usgs":true,"family":"Darling","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":195256,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25856,"text":"wri824114 - 1984 - Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri824114","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":"82-4114","title":"Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado","docAbstract":"Water used for agriculture and stock and municipal supplies in the upper Arkansas River basin is derived mostly from the Arkansas River and its tributaries. The flow regime of the river has been altered by increased reservoir capacities and importation of 69,200 acre-feet per year from the Colorado River drainage through transmountain diversions. An estimated 10.2 million acre-feet of hydrologically recoverable water is present in the first 200 feet of basin-fill alluvium. Well yields of 300 gallons per minute have been reported for the Dakota-Purgatoire aquifer aquifer located east of Canon City. Water quality of ground- and surface-water resources are generally acceptable for agriculture and stock watering, but concentrations of iron, manganese, sulfate, pH, and hardness may exceed recommended drinking-water criteria during periods of river low flow. Concentrations of mercury, selenium, and select radiochemical constituents also were high in the Dakota-Purgatoire aquifer. Dissolved solids increased downstream and in local areas as a result of water use and in the Leadville area because of mine drainage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824114","usgsCitation":"Crouch, T.M., Cain, D., Abbott, P., Penley, R., and Hurr, R., 1984, Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4114, vii, 123 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri824114.","productDescription":"vii, 123 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":122915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4114/report-thumb.jpg"},{"id":54602,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54603,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54604,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54605,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54606,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54607,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54608,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54609,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54610,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9d1f","contributors":{"authors":[{"text":"Crouch, T. M.","contributorId":106163,"corporation":false,"usgs":true,"family":"Crouch","given":"T.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195364,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":195363,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Abbott, P.O.","contributorId":21154,"corporation":false,"usgs":true,"family":"Abbott","given":"P.O.","email":"","affiliations":[],"preferred":false,"id":195361,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Penley, R.D.","contributorId":45349,"corporation":false,"usgs":true,"family":"Penley","given":"R.D.","affiliations":[],"preferred":false,"id":195362,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":195360,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":25874,"text":"wri844133 - 1984 - Hydrogeologic reconnaissance of the San Miguel River basin, southwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri844133","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":"84-4133","title":"Hydrogeologic reconnaissance of the San Miguel River basin, southwestern Colorado","docAbstract":"The San Miguel River Basin encompasses 4,130 square kilometers of which about two-thirds is in the southeastern part of the Paradox Basin. The Paradox Basin is a part of the Colorado Plateaus that is underlain by a thick sequence of evaporite beds of Pennsylvanian age. The rock units that underlie the area have been grouped into hydrogeologic units based on their water-transmitting ability. Evaporite beds of mostly salt are both overlain and underlain by confining beds. Aquifers are present above and below the confining-bed sequence. The principal element of ground-water outflow from the upper aquifer is flow to the San Miguel River and its tributaries; this averages about 90 million cubic meters per year. A water budget for the lower aquifer has only two equal, unestimated elements, subsurface outflow and recharge from precipitation. The aquifers are generally isolated from the evaporite beds by the bounding confining beds; as a result, most ground water has little if any contact with the evaporites. No brines have been sampled and no brine discharges have been identified in the basin. Salt water has been reported for petroleum-exploration wells, but no active salt solution has been identified. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844133","usgsCitation":"Ackerman, D.J., and Rush, F., 1984, Hydrogeologic reconnaissance of the San Miguel River basin, southwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4133, iv, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844133.","productDescription":"iv, 25 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123778,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4133/report-thumb.jpg"},{"id":54626,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4133/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54627,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4133/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54628,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4133/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db68613b","contributors":{"authors":[{"text":"Ackerman, D. J.","contributorId":53380,"corporation":false,"usgs":true,"family":"Ackerman","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":195405,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rush, F. E.","contributorId":56234,"corporation":false,"usgs":true,"family":"Rush","given":"F. E.","affiliations":[],"preferred":false,"id":195406,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25879,"text":"wri844235 - 1984 - Present and proposed ground-water-level program in Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri844235","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":"84-4235","title":"Present and proposed ground-water-level program in Maine","docAbstract":"A statewide observation-well program was designed for Maine. Three networks were designed to provide reliable data to describe the effects of natural and manmade stress on water levels in the State. They are a climatic-effects network, a terrain-effects network, and a local-effects network. Review of the 32 observation wells in the current program showed that only 17 wells should be retained. Each of these wells was assigned to one of the three types of networks. Fourteen wells were deactivated because of reliability problems and one was deactivated because it provided redundant data. The installation of seven additional wells in climatic-effects network is the highest priority of the proposed program. The next priority is to install 22 additional wells in the terrain-effects network. Implementation of local-effects network sites will be responsive to increases in ground-water usage and the data needs of water-resources managers. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;\r\nOpen-File Services Section, Western Distribution Branch,","doi":"10.3133/wri844235","usgsCitation":"Adamik, J., 1984, Present and proposed ground-water-level program in Maine: U.S. Geological Survey Water-Resources Investigations Report 84-4235, vi, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844235.","productDescription":"vi, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158110,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4235/report-thumb.jpg"},{"id":54635,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4235/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db669024","contributors":{"authors":[{"text":"Adamik, J.T.","contributorId":55441,"corporation":false,"usgs":true,"family":"Adamik","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":195412,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25898,"text":"wri824073 - 1984 - Runoff, sediment transport, and water quality in a northern Illinois agricultural watershed before urban development, 1979-81","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri824073","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":"82-4073","title":"Runoff, sediment transport, and water quality in a northern Illinois agricultural watershed before urban development, 1979-81","docAbstract":"A study designed to quantify and evaluate changes in runoff and sediment transport attributable to construction activities during urban development of a watershed required identification of pre-construction hydrologic conditions. Data collected before construction on a 2.81 sq m (7.28 sq km) agricultural watershed (upper Spring Creek) near Rockford, IL, show that during a 2-year period ending June 30, 1981, 2,890 tons (2,620 Mg) of suspended sediment were transported from the watershed. Of the 2 ,890 tons (2,620 Mg), 2,690 tons (2,440 Mg) or 93.1 % were transported during a storm in a 46.6-hour period of June 13-14, 1981. Runoff from a 0.031 sq m (0.080 sq km) subbasin (Spring Creek tributary) transported 33.9 tons (30.9 Mg) of suspended sediment during a 3.2-hour storm period on June 13, 1981. Regression models relating storm suspended-sediment yields and peak-water discharge per square mile for upper Spring Creek and Spring Creek tributary have average standard errors of 57 and 24 %, respectively. Trace amounts of currently banned pesticides, including Aldrin and DDT, were detected in streambed material samples. Documented sediment yields, chemical quality, and relations between runoff and sediment discharge provide baseline information for future evaluation of hydrologic conditions in the watershed. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824073","usgsCitation":"Allen, H., and Gray, J.R., 1984, Runoff, sediment transport, and water quality in a northern Illinois agricultural watershed before urban development, 1979-81: U.S. Geological Survey Water-Resources Investigations Report 82-4073, vii, 55 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824073.","productDescription":"vii, 55 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158136,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4073/report-thumb.jpg"},{"id":54658,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5face6","contributors":{"authors":[{"text":"Allen, H.E. Jr.","contributorId":63054,"corporation":false,"usgs":true,"family":"Allen","given":"H.E.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":195440,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gray, J. R.","contributorId":63372,"corporation":false,"usgs":true,"family":"Gray","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195441,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25471,"text":"wri844124 - 1984 - Effects of storm-water runoff on water quality of the Edwards Aquifer near Austin, Texas","interactions":[],"lastModifiedDate":"2016-08-09T14:16:38","indexId":"wri844124","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":"84-4124","title":"Effects of storm-water runoff on water quality of the Edwards Aquifer near Austin, Texas","docAbstract":"<p>Analyses of samples collected from Barton Springs at approximately weekly Intervals and from Barton Creek and five wells in the Austin area during selected storm-runoff periods generally show that recharge during storm runoff resulted in significant temporal and area! variations in the quality of ground water in the recharge zone of the Edwards aquifer. Recharge during storm runoff resulted in significant increases of bacterial densities in the ground water. Densities of fecal coliform bacteria in samples collected from Barton Springs, the major point of ground-water discharge, ranged from less than 1 colony per 100 milliliters during dry weather in November 1981 and January and August 1982 to 6,100 colonies per 100 milliliters during a storm in May 1982. Densities of fecal streptococcal bacteria ranged from 1 colony per 100 miniliters during dry weather in December 1981 to 11,000 colonies per 100 miniliters during a storm in May 1982.</p>\n<p>Recharge during storm runoff resulted in significant decreases in the specific conductance and the concentration of total nitrate nitrogen in the ground water. Specific-conductance values of samples from Barton Springs ranged from 438 micromhos per centimeter at 25&deg; Celsius after a storm in October 1981 to 682 micromhos after a relatively long period of deficient rainfall in September 1982. The specific-conductance values and, thus, the mineralization of the ground water in the recharge zone generally were inversely related to the quantity of recharge. Nitrate nitrogen was the most prevalent form of nitrogen in the ground water. Concentrations of total nitrate nitrogen in samples from Barton Springs ranged from 0.51 milligram per liter after a storm in October 1981 to 1.6 milligrams per liter during dry weather in February and September 1982.</p>\n<p>Although the values of these and other properties or constituents in ground water varied temporally and areally, available data indicate that the values of most of the major and minor elements in ground water in the recharge zone of the Edwards aquifer were significantly less than the primary maximum or secondary maximum contaminant levels set by the U.S. Environmental Protection Agency for public water systems.</p>\n<p>Bacteriological data for Barton Springs and selected wells indicate that the ground water in the aquifer is susceptible to bacterial pollution, especially during storm runoff. The water may require disinfection if used for drinking or culinary purposes.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri844124","usgsCitation":"Andrews, F.L., Schertz, T.L., Slade, R.M., and Rawson, J., 1984, Effects of storm-water runoff on water quality of the Edwards Aquifer near Austin, Texas: U.S. Geological Survey Water-Resources Investigations Report 84-4124, Report: v, 50 p.; 2 Plates: 9.98 x 13.18 inches and 10.33 x 13.20 inches, https://doi.org/10.3133/wri844124.","productDescription":"Report: v, 50 p.; 2 Plates: 9.98 x 13.18 inches and 10.33 x 13.20 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":54197,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4124/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54198,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4124/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4124/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123331,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4124/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610ace","contributors":{"authors":[{"text":"Andrews, Freeman L.","contributorId":91486,"corporation":false,"usgs":true,"family":"Andrews","given":"Freeman","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":193822,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schertz, Terry L. tschertz@usgs.gov","contributorId":188,"corporation":false,"usgs":true,"family":"Schertz","given":"Terry","email":"tschertz@usgs.gov","middleInitial":"L.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":645095,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Slade, Raymond M. Jr.","contributorId":46487,"corporation":false,"usgs":true,"family":"Slade","given":"Raymond","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":645096,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Rawson, Jack","contributorId":18345,"corporation":false,"usgs":true,"family":"Rawson","given":"Jack","affiliations":[],"preferred":false,"id":645097,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25469,"text":"wri834130 - 1984 - Effects of relocating State Route 151 on the flood profiles of Conotton Creek and its tributaries between Bowerston and Scio, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:13","indexId":"wri834130","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":"83-4130","title":"Effects of relocating State Route 151 on the flood profiles of Conotton Creek and its tributaries between Bowerston and Scio, Ohio","docAbstract":"The Ohio Department of Transportation proposes to relocate an 8-mile segment of State Route 151 between Bowerston and Scio, Harrison County, Ohio. About 3.1 miles of this relocated highway will be within the flood plain of Conotton Creek or its tributaries. \r\n\r\nWater-surface profiles of the 100-year flood along Conotton Creek before and after the highway relocation are virtually the same between Bowerston and the western corporation limit of Scio. Upstream from that point to the upper end of the study reach, the modified profile would be about 1 foot lower than for existing conditions. Design-flood profiles on the three studied tributaries showed that Dining Fork profiles will be unaffected, Irish Creek profiles will be 0.7 to 0.9 foot lower, and Scott Run profiles will be 0.1 to 0.5 foot lower.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834130","usgsCitation":"Bartlett, W., Krejmas, B., Mayo, R., and Wandle, S.W., 1984, Effects of relocating State Route 151 on the flood profiles of Conotton Creek and its tributaries between Bowerston and Scio, Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4130, v, 46 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834130.","productDescription":"v, 46 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122650,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4130/report-thumb.jpg"},{"id":54195,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4130/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6119a1","contributors":{"authors":[{"text":"Bartlett, W.P.","contributorId":76780,"corporation":false,"usgs":true,"family":"Bartlett","given":"W.P.","affiliations":[],"preferred":false,"id":193815,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krejmas, B. E.","contributorId":88374,"corporation":false,"usgs":true,"family":"Krejmas","given":"B. E.","affiliations":[],"preferred":false,"id":193817,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mayo, R.I.","contributorId":58277,"corporation":false,"usgs":true,"family":"Mayo","given":"R.I.","email":"","affiliations":[],"preferred":false,"id":193814,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wandle, S. W.","contributorId":86789,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":193816,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
]}