The western arm of the Black Rock Desert, Nevada, includes several distinct hydrothermal systems, some of which exceed 150 C and may exceed 200 C at depth, determined on the basis of chemical geothermometry. The cation composition of the thermal water appears to be controlled by aluminosilicate minerals that are common in other active geothermal systems. Estimates of the equilibrium temperatures at which some mineral pairs are stable, when compared with the more commonly applied geothermometer estimates, indicate that thermodynamic data may be useful for estimating deep aquifer temperatures. Thermal water at Great Boiling and Mud Springs, which has a chloride concentration of about 2,000 mg/L and a total dissolved-solids concentration of 4 ,500 mg/L, appears to have been affected by shallow evapotranspiration in an adjacent playa prior to deep circulation. This model of recharge within the basin floor is distinctly different from models proposed for most other geothermal systems in the northern Great Basin.
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1990 - Water levels in periodically measured wells in the Yucca Mountain area, Nevada, 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr90113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-113","title":"Water levels in periodically measured wells in the Yucca Mountain area, Nevada, 1988","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr90113","usgsCitation":"Gemmell, J., 1990, Water levels in periodically measured wells in the Yucca Mountain area, Nevada, 1988: U.S. Geological Survey Open-File Report 90-113, iv, 47 p. :ill. ;28 cm., https://doi.org/10.3133/ofr90113.","productDescription":"iv, 47 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0113/report-thumb.jpg"},{"id":48481,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0113/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697c3f","contributors":{"authors":[{"text":"Gemmell, J.M.","contributorId":12525,"corporation":false,"usgs":true,"family":"Gemmell","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":180208,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":49426,"text":"ofr90400K - 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1990 - Water-surface profile and flood boundaries for the computed 100-year flood, Poplar River, Fort Peck Indian Reservation, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:11:01","indexId":"wri904169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4169","title":"Water-surface profile and flood boundaries for the computed 100-year flood, Poplar River, Fort Peck Indian Reservation, Montana","language":"ENGLISH","doi":"10.3133/wri904169","usgsCitation":"Omang, R.J., 1990, Water-surface profile and flood boundaries for the computed 100-year flood, Poplar River, Fort Peck Indian Reservation, Montana: U.S. Geological Survey Water-Resources Investigations Report 90-4169, 1 map : col. ; sheet 85 x 89 cm., folded in envelope 30 x 24 cm. + 1 sheet (85 x 89 cm.), https://doi.org/10.3133/wri904169.","productDescription":"1 map : col. ; sheet 85 x 89 cm., folded in envelope 30 x 24 cm. + 1 sheet (85 x 89 cm.)","costCenters":[],"links":[{"id":258693,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4169/plate-1.pdf","size":"5489","linkFileType":{"id":1,"text":"pdf"}},{"id":258694,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4169/plate-2.pdf","size":"3567","linkFileType":{"id":1,"text":"pdf"}},{"id":258695,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4169/report.pdf","size":"875","linkFileType":{"id":1,"text":"pdf"}},{"id":258696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4169/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697dec","contributors":{"authors":[{"text":"Omang, R. 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It is being subjected to increasing environmental stress by rapid population growth and development. By 2020, population in the inflow area may double, which will result in increased demands for freshwater and increased waste loads. \r\n\r\nThe Charlotte Harbor inflow area includes about 4,685 square miles. The Myakka, the Peace, and the Caloosahatchee are the major rivers emptying into the harbor. About 70 percent of the land in these three river basins is used for agriculture and range. In the coastal basin around Charlotte Harbor, about 50 percent of the total land area is devoted to commercial or residential uses. Water use in the inflow area is about 565 million gallons per day, of which 59 percent is used for irrigation, 26 percent for industry, 11 percent for public supply, and 4 percent for rural supply. \r\n\r\nTotal freshwater inflow from the three major rivers, the coastal area, and rainfall directly into Charlotte Harbor averages between 5,700 and 6,100 cubic feet per second, which is more than 3,500 million gallons per day. A trend analysis of about 50 years of streamflow data shows a statistically significant decreasing trend for the Peace River stations at Bartow, Zolfo Springs, and Arcadia. No significant trend has been observed in the Myakka or the Caloosahatchee River data. In the Peace River, the decrease in flow may be related to a long-term decline in the potentiometric surface of the underlying Floridan aquifer system, which resulted from ground-water withdrawals. It is not possible to determine whether the trend will continue. However, if it does continue at the same rate, then, except for brief periods of storm runoff, the Peace River at Zolfo Springs could be dry year-round in about 100 years. \r\n\r\nOf the 114 facilities permitted to discharge domestic or industrial effluent to waters tributary to Charlotte Harbor, 88 are in the Peace River basin. Phosphate ore and citrus processing account for most of the industrial effluent. Several locations in the headwaters of the Peace River have been significantly affected as a result of receiving wastewater effluent. The Peace, the Myakka, and the Caloosahatchee Rivers transport more than 2,000 tons per day of dissolved solids, more than 17 tons per day of nitrogen, and about 6 tons per day of phosphorus. \r\n\r\nBy 2020, the population in the inflow area is expected to increase by more than 500,000 people. They will require an additional 76 million gallons per day for water supply. The increased population will produce an additional 60 million gallons per day of domestic wastewater, which could result in an additional 3 tons per day of nitrogen and 0.65 ton per day of phosphorus. More than 150 square miles of land will be converted to urban uses, which will produce another 0.25 ton per day of nitrogen from urban runoff. These increased nutrient loads can be expected to occur concurrently with decreased freshwater inflow.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nBooks and Open-File Reports Section [distributor], 1990","doi":"10.3133/wsp2359A","usgsCitation":"Hammett, K., 1990, Land use, water use, streamflow characteristics, and water-quality characteristics of the Charlotte Harbor inflow area, Florida: U.S. Geological Survey Water Supply Paper 2359, v, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2359A.","productDescription":"v, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137214,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2359a/report-thumb.jpg"},{"id":26927,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2359a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae097","contributors":{"authors":[{"text":"Hammett, K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":144160,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26447,"text":"wri904103 - 1990 - Sediment discharge in Fortification Creek and the effect of sedimentation rate on the proposed Rampart Reservoir, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri904103","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4103","title":"Sediment discharge in Fortification Creek and the effect of sedimentation rate on the proposed Rampart Reservoir, northwestern Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904103","usgsCitation":"Butler, D.L., Hawkinson, R., and Boulger, R., 1990, Sediment discharge in Fortification Creek and the effect of sedimentation rate on the proposed Rampart Reservoir, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 90-4103, iv, 22 p. :ill. ;28 cm., https://doi.org/10.3133/wri904103.","productDescription":"iv, 22 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":157896,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4103/report-thumb.jpg"},{"id":55270,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4103/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc1da","contributors":{"authors":[{"text":"Butler, D. L.","contributorId":36967,"corporation":false,"usgs":true,"family":"Butler","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196405,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hawkinson, R.O.","contributorId":86804,"corporation":false,"usgs":true,"family":"Hawkinson","given":"R.O.","email":"","affiliations":[],"preferred":false,"id":196406,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Boulger, R.W. Jr.","contributorId":97531,"corporation":false,"usgs":true,"family":"Boulger","given":"R.W.","suffix":"Jr.","affiliations":[],"preferred":false,"id":196407,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":54453,"text":"wdrCO892 - 1990 - Water Resources Data, Colorado, Water Year 1989. Volume 2. Colorado River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:11:37","indexId":"wdrCO892","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CO-89-2","title":"Water Resources Data, Colorado, Water Year 1989. Volume 2. Colorado River Basin","language":"ENGLISH","doi":"10.3133/wdrCO892","usgsCitation":"Ugland, R., Cochran, B., Kretschman, R., Wilson, E., and Bennett, J., 1990, Water Resources Data, Colorado, Water Year 1989. Volume 2. Colorado River Basin: U.S. Geological Survey Water Data Report CO-89-2, 413 p., https://doi.org/10.3133/wdrCO892.","productDescription":"413 p.","costCenters":[],"links":[{"id":177188,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1989/co-89-2/report-thumb.jpg"},{"id":87879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1989/co-89-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbf1d","contributors":{"authors":[{"text":"Ugland, R.C.","contributorId":14044,"corporation":false,"usgs":true,"family":"Ugland","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":250414,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cochran, B.J.","contributorId":75999,"corporation":false,"usgs":true,"family":"Cochran","given":"B.J.","email":"","affiliations":[],"preferred":false,"id":250416,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kretschman, R.G.","contributorId":75623,"corporation":false,"usgs":true,"family":"Kretschman","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":250415,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wilson, E.A.","contributorId":92334,"corporation":false,"usgs":true,"family":"Wilson","given":"E.A.","email":"","affiliations":[],"preferred":false,"id":250417,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Bennett, J.D.","contributorId":97188,"corporation":false,"usgs":true,"family":"Bennett","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":250418,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":19725,"text":"ofr88465 - 1990 - Geohydrologic data from test hole USW UZ-7, Yucca Mountain area, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:46","indexId":"ofr88465","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-465","title":"Geohydrologic data from test hole USW UZ-7, Yucca Mountain area, Nye County, Nevada","docAbstract":"This report contains a description of the methods used in drilling and coring of the test-hole USW UZ-7, a description of the methods used in collecting, handling, and testing of test-hole samples; Lithologic information from the test hole; and water-content, water-potential, bulk-density, grain-density, porosity, and tritium data for the test hole. Test-hole USW UZ-7 was drilled and cored to a total depth of 62.94 m. The drilling was done using air as a drilling fluid to minimize disturbance to the water content of cores, drill-bit cuttings, and borehole wall-rock. Beginning at the land surface, the unsaturated-zone rock that was penetrated consisted of alluvium; welded and partially to nonwelded ash-flow tuff; bedded and reworked ash-fall tuff; nonwelded ash-flow tuff; and welded ash-flow tuff. Values of gravimetric water content and water potential of alluvium were intermediate between the extreme values in welded and nonwelded units of tuff. Gravimetric water content was largest in bedded and nonwelded ash-fall tuffs and was smallest in welded ash-flow tuff. Values of water potential were more negative in densely welded ash-flow tuffs and were less negative in bedded and nonwelded ash-fall tuffs. Bulk density was largest in densely welded ash-flow tuffs and smallest in nonwelded and bedded ash-fall tuffs. Grain density was uniform but was slightly larger in nonwelded and bedded ash-fall tuffs than in welded ash-flow tuffs. Porosity trends were opposite to bulk-density trends. Tritium content in alluvium was smallest near the alluvium-bedrock contact, markedly increased in the middle of the deposit, and decreased in the near-surface zone of the deposit. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Sections [distributor],","doi":"10.3133/ofr88465","usgsCitation":"Kume, J., and Hammermeister, D., 1990, Geohydrologic data from test hole USW UZ-7, Yucca Mountain area, Nye County, Nevada: U.S. Geological Survey Open-File Report 88-465, v, 37 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr88465.","productDescription":"v, 37 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":154075,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0465/report-thumb.jpg"},{"id":49199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0465/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cf0","contributors":{"authors":[{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":181400,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hammermeister, D.P.","contributorId":27066,"corporation":false,"usgs":true,"family":"Hammermeister","given":"D.P.","affiliations":[],"preferred":false,"id":181399,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":54915,"text":"wdrOR892 - 1990 - Water resources data, Oregon, water year 1989. Volume 2. Western Oregon","interactions":[],"lastModifiedDate":"2020-10-02T20:36:31.796551","indexId":"wdrOR892","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"OR-89-2","title":"Water resources data, Oregon, water year 1989. Volume 2. Western Oregon","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOR892","usgsCitation":"Hubbard, L., Herrett, T., Kraus, R., and Moffatt, R.L., 1990, Water resources data, Oregon, water year 1989. Volume 2. Western Oregon: U.S. Geological Survey Water Data Report OR-89-2, xii, 314 p., https://doi.org/10.3133/wdrOR892.","productDescription":"xii, 314 p.","costCenters":[],"links":[{"id":378990,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1989/or-89-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":177269,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1989/or-89-2/report-thumb.jpg"}],"country":"United States","state":"Oregon","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"id\":\"40\",\"properties\":{\"name\":\"Oregon\",\"nation\":\"USA 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L.E.","contributorId":104945,"corporation":false,"usgs":true,"family":"Hubbard","given":"L.E.","email":"","affiliations":[],"preferred":false,"id":252003,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Herrett, T.A.","contributorId":102944,"corporation":false,"usgs":true,"family":"Herrett","given":"T.A.","affiliations":[],"preferred":false,"id":252002,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kraus, R.L.","contributorId":108182,"corporation":false,"usgs":true,"family":"Kraus","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":252004,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Moffatt, R. L.","contributorId":79889,"corporation":false,"usgs":true,"family":"Moffatt","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":252001,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":64965,"text":"i1947A - 1990 - Geologic map and profiles of the north wall of the Snake River Canyon, Bliss, Hagerman, and Tuttle quadrangles, Idaho","interactions":[],"lastModifiedDate":"2016-08-23T10:01:25","indexId":"i1947A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1947","chapter":"A","title":"Geologic map and profiles of the north wall of the Snake River Canyon, Bliss, Hagerman, and Tuttle quadrangles, Idaho","docAbstract":"The Snake River Plain is a broad, arcuate region of low relief that extends more than 300 mi across southern Idaho. The Snake River enters the plain near Idaho Falls and flows westward along the southern margin of the eastern Snake River Plain (fig. 1), a position mainly determined by the basaltic lava flows that erupted near the axis of the plain. The highly productive Snake River Plain aquifer north of the Snake River underlies most of the eastern plain. The aquifer is composed of basaltic rocks that are interbedded with fluvial and lacustrine sedimentary rocks. The top of the aquifer (water table) is typically less than 500 ft below the land surface, but is deeper than 1,000 ft in a few areas. The Snake River has excavated a canyon into the nearly flat-lying basaltic and sedimentary rocks of the eastern Snake River Plain between Milner Dam and King Hill (fig. 2), a distance of almost 90 mi. For much of its length the canyon wall as springs of variable size, spacing, and altitude. Geologic controls on springs are of importance because nearly 60 percent of the aquifer's discharge occurs as spring flow along this reach of the canyon. This report is one of several that describes the geologic occurrence of springs along the northern wall of the Snake River canyon from Milner Dam to King Hill (fig. 1). To understand the local geologic controls on springs, the Water Resources Division of the U.S. Geological Survey initiated a geologic mapping project as part of their Snake River Plain Regional Aquifer System-Analysis Program. Objectives of the project were (1) to prepare a geologic map of a strip of land immediately north of the Snake River canyon, (2) to map the geology of the north canyon wall in profile, (3) to locate spring occurrences along the north side of the Snake River between Milner Dam and King Hill, and (4) to estimate spring discharge from the north wall of the canyon.
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Specifically, it contains: (1) discharge records for 47 streamflow-gaging stations, and for 1 tidal volume streamflow station; (2) stage-only records for 4 tidal-gaging stations; (3) content records for 35 lakes and reservoirs; (4) water- quality records for 12 streamflow-gaging stations, for 24 ungaged stream sites, for 1 tidal-gaging station, for 4 lakes and reservoirs, for 2 harbors, for 5 precipitation stations, and for 179 wells; and (5) water-level records for 35 observation wells. Locations of these sites are shown on Figures 1 and 2. Additional water data were collected at various sites involved in the systematic data-collection program and are published as miscellaneous measurements and analyses. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Connecticut.
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III","contributorId":72413,"corporation":false,"usgs":true,"family":"Davies","given":"B.S.","suffix":"III","email":"","affiliations":[],"preferred":false,"id":250472,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bohr, J.R.","contributorId":40271,"corporation":false,"usgs":true,"family":"Bohr","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":250470,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hunter, B.W.","contributorId":80345,"corporation":false,"usgs":true,"family":"Hunter","given":"B.W.","email":"","affiliations":[],"preferred":false,"id":250473,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":1286,"text":"wsp2363 - 1990 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","interactions":[{"subject":{"id":13402,"text":"ofr88191 - 1988 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"ofr88191","publicationYear":"1988","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"predicate":"SUPERSEDED_BY","object":{"id":1286,"text":"wsp2363 - 1990 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"wsp2363","publicationYear":"1990","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp2363","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2363","title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","docAbstract":"Urban planners and managers need information on the quantity of precipitation and the quality and quantity of run off in their cities and towns if they are to adequately plan for the effects of storm runoff from urban areas. As a result of this need, four sets of linear regression models were developed for estimating storm-runoff constituent loads, storm-runoff volumes, storm-runoff mean concentrations of constituents, and mean seasonal or mean annual constituent loads from physical, land-use, and climatic characteristics of urban watersheds in the United States. Thirty-four regression models of storm-runoff constituent loads and storm-runoff volumes were developed, and 31 models of storm-runoff mean concentrations were developed . Ten models of mean seasonal or mean annual constituent loads were developed by analyzing long-term storm-rainfall records using at-site linear regression models.\r\n\r\n\r\nThree statistically different regions, delineated on the basis of mean annual rainfall, were used to improve linear regression models where adequate data were available . Multiple regression analyses, including ordinary least squares and generalized least squares, were used to determine the optimum linear regression models . These models can be used to estimate storm-runoff constituent loads, storm-runoff volumes, storm-runoff mean concentrations of constituents, and mean seasonal or mean annual constituent loads at gaged and ungaged urban watersheds. \r\n\r\nThe most significant explanatory variables in all linear regression models were total storm rainfall and total contributing drainage area. Impervious area, land-use, and mean annual climatic characteristics also were significant in some models. Models for estimating loads of dissolved solids, total nitrogen, and total ammonia plus organic nitrogen as nitrogen generally were the most accurate, whereas models for suspended solids were the least accurate. The most accurate models were those for application in the more arid Western States, and the least accurate models were those for areas that had large mean annual rainfall.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2363","usgsCitation":"Driver, N.E., and Tasker, G.D., 1990, Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States: U.S. Geological Survey Water Supply Paper 2363, vi, 44 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2363.","productDescription":"vi, 44 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":14,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wsp2363/","linkFileType":{"id":5,"text":"html"}},{"id":136982,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6975b8","contributors":{"authors":[{"text":"Driver, Nancy E.","contributorId":67858,"corporation":false,"usgs":true,"family":"Driver","given":"Nancy","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":143502,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1242,"text":"wsp2341B - 1990 - Evaluation of site-selection criteria, well design, monitoring techniques, and cost analysis for a ground-water supply in Piedmont crystalline rocks, North Carolina","interactions":[],"lastModifiedDate":"2017-02-01T10:30:37","indexId":"wsp2341B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2341","chapter":"B","title":"Evaluation of site-selection criteria, well design, monitoring techniques, and cost analysis for a ground-water supply in Piedmont crystalline rocks, North Carolina","docAbstract":"A statistical analysis of data from wells drilled into the crystalline rocks of the Piedmont and Blue Ridge provinces of North Carolina verified and refined previously proposed criteria for the siting of wells to obtain greater than average yields. An opportunity to test the criteria was provided by the expansion of the town of Cary's municipal ground-water system. Three criteria were used: type of rock, thickness of saturated regolith based upon topography, and presence of fractures and joints based upon drainage lineations. A conceptual model of the local hydrogeologic system was developed to guide the selection of the most favorable well sites, and on the basis of the model, six type sites were determined. Eleven of 12 test wells that were located on the basis of type sites yielded from slightly above average to as much as six times the average yield to be expected from particular rock types as reported in the literature. Only one well drilled at a type site had a less than average yield. One well not located at any of the type sites produced little water.\r\n\r\nLong-term testing and monitoring after the wells were put into production showed that an 18-hour-on, 6-hour-off pumping cycle was much more effective in terms of total production, reduced head loss, and less drawdown than a 5-day-on and 2-day-off cycle. It was also observed that long-term yields by the production wells were about 75 percent of those predicted on the basis of 24-hour pumping tests and only about 60 percent of the driller's reported yields.\r\n\r\nCost analysis showed that, by using criteria-selected well sites, a cost-effective well system can be developed that will provide water at an equivalent or lower cost than a surface-water supply. The analysis showed that the system would be cost effective if only one high-yield well were obtained out of every four drilled.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2341B","usgsCitation":"Daniel, C., 1990, Evaluation of site-selection criteria, well design, monitoring techniques, and cost analysis for a ground-water supply in Piedmont crystalline rocks, North Carolina: U.S. Geological Survey Water Supply Paper 2341, 1 v. (various pagings) :ill., maps ;28 cm., https://doi.org/10.3133/wsp2341B.","productDescription":"1 v. 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G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201481,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stewart, Michael","contributorId":40249,"corporation":false,"usgs":true,"family":"Stewart","given":"Michael","affiliations":[],"preferred":false,"id":201480,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":54452,"text":"wdrCO891 - 1990 - Water Resources Data, Colorado, Water Year 1989. Volume 1. Missouri River Basin; Arkansas River Basin; and Rio Grande Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:11:37","indexId":"wdrCO891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CO-89-1","title":"Water Resources Data, Colorado, Water Year 1989. Volume 1. Missouri River Basin; Arkansas River Basin; and Rio Grande Basin","language":"ENGLISH","doi":"10.3133/wdrCO891","usgsCitation":"Ugland, R., Cochran, B., Ebling, J., and Steger, R., 1990, Water Resources Data, Colorado, Water Year 1989. Volume 1. Missouri River Basin; Arkansas River Basin; and Rio Grande Basin: U.S. Geological Survey Water Data Report CO-89-1, 439 p., https://doi.org/10.3133/wdrCO891.","productDescription":"439 p.","costCenters":[],"links":[{"id":177187,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1989/co-89-1/report-thumb.jpg"},{"id":87878,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1989/co-89-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbf16","contributors":{"authors":[{"text":"Ugland, R.C.","contributorId":14044,"corporation":false,"usgs":true,"family":"Ugland","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":250410,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cochran, B.J.","contributorId":75999,"corporation":false,"usgs":true,"family":"Cochran","given":"B.J.","email":"","affiliations":[],"preferred":false,"id":250411,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ebling, J.L.","contributorId":81978,"corporation":false,"usgs":true,"family":"Ebling","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":250413,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Steger, R.D.","contributorId":78008,"corporation":false,"usgs":true,"family":"Steger","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":250412,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":49326,"text":"ofr90608B - 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