Numerous reservoirs have been proposed for the White River basin in Colorado and Utah, primarily to provide water for oil-shale development. A multireservoir-flow model was used to simulate the effects of streamflow withdrawal at four of the proposed reservoirs using historical streamflow data from the 1932-81 water years. The proposed reservoirs considered in the study were Avery, Powell Park, Taylor Draw, and White River Reservoirs; construction of Taylor Draw Dam was completed during the study. Annual streamflow depletions from the White River ranging from about 93,000 to 226,000 acre-feet were simulated for the 50 year period. Simulated streamflow throughout the year generally became smaller and more constant as streamflow throughout the year generally became smaller and more constant as streamflow depletion increased. Minimum streamflow requirements would not have been met for a maximum of 13 years and water-use requirements associated with the proposed reservoirs would not have been met for a maximum of 3 years. The current water-use pattern, which depletes about 40,000 acre-feet per year and is dominated by irrigation of hay meadows and pastureland, was maintained in the simulation. Relations between reservoir active capacity and yield applicable to the White River also were developed. These relations show that reservoir storage of about 400,000 acre-feet is the maximum practicable for the White River.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844297","usgsCitation":"Kuhn, G., and Ellis, S.R., 1984, Simulated effects of proposed reservoir-development alternatives on streamflow quantity in the White River, Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4297, v, 59 p., https://doi.org/10.3133/wri844297.","productDescription":"v, 59 p.","costCenters":[],"links":[{"id":410591,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36139.htm","linkFileType":{"id":5,"text":"html"}},{"id":56999,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4297/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159358,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4297/report-thumb.jpg"}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"White River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -109.717,\n 40.225\n ],\n [\n -109.717,\n 39.683\n ],\n [\n -107.267,\n 39.683\n ],\n [\n -107.267,\n 40.225\n ],\n [\n -109.717,\n 40.225\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e84","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellis, S. R.","contributorId":103278,"corporation":false,"usgs":true,"family":"Ellis","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199322,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27434,"text":"wri844059 - 1984 - Computer model of one-dimensional equilibrium controlled sorption processes","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri844059","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":"84-4059","title":"Computer model of one-dimensional equilibrium controlled sorption processes","docAbstract":"A numerical solution to the one-dimensional solute-transport equation with equilibrium-controlled sorption and a first-order irreversible-rate reaction is presented. The computer code is written in FORTRAN language, with a variety of options for input and output for user ease. Sorption reactions include Langmuir, Freundlich, and ion-exchange, with or without equal valance. General equations describing transport and reaction processes are solved by finite-difference methods, with nonlinearities accounted for by iteration. Complete documentation of the code, with examples, is included. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nFor sale by U.S. Geological Survey, Western Distribution Branch, Open-file Services Section,","doi":"10.3133/wri844059","usgsCitation":"Grove, D., and Stollenwerk, K., 1984, Computer model of one-dimensional equilibrium controlled sorption processes: U.S. Geological Survey Water-Resources Investigations Report 84-4059, 58 p. :ill. ;28 cm., https://doi.org/10.3133/wri844059.","productDescription":"58 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":126422,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4059/report-thumb.jpg"},{"id":56297,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4059/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7c51","contributors":{"authors":[{"text":"Grove, D.B.","contributorId":56689,"corporation":false,"usgs":true,"family":"Grove","given":"D.B.","email":"","affiliations":[],"preferred":false,"id":198113,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stollenwerk, K.G.","contributorId":71199,"corporation":false,"usgs":true,"family":"Stollenwerk","given":"K.G.","affiliations":[],"preferred":false,"id":198114,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28242,"text":"wri834114B - 1984 - Maps showing ground water levels, springs, and depth to water, Basin and Range Province, Arizona","interactions":[],"lastModifiedDate":"2022-02-04T20:58:04.860364","indexId":"wri834114B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4114","chapter":"B","title":"Maps showing ground water levels, springs, and depth to water, Basin and Range Province, Arizona","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834114B","usgsCitation":"Langer, W.H., Mulvihill, D.A., and Anderson, T.W., 1984, Maps showing ground water levels, springs, and depth to water, Basin and Range Province, Arizona: U.S. Geological Survey Water-Resources Investigations Report 83-4114, Report: 7 p.; 2 Plates: 41.57 × 49.39 inches and 47.94 × 32.72 inches, https://doi.org/10.3133/wri834114B.","productDescription":"Report: 7 p.; 2 Plates: 41.57 × 49.39 inches and 47.94 × 32.72 inches","costCenters":[],"links":[{"id":57067,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4114b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57069,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4114b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":395492,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35735.htm"},{"id":119029,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4114b/report-thumb.jpg"},{"id":57068,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4114b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","otherGeospatial":"Basin and Range province","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.808,\n 31.329\n ],\n [\n -109.0440,\n 31.329\n ],\n [\n -109.0440,\n 37\n ],\n [\n -114.808,\n 37\n ],\n [\n -114.808,\n 31.329\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ae12","contributors":{"authors":[{"text":"Langer, W. H.","contributorId":44932,"corporation":false,"usgs":true,"family":"Langer","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":199453,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mulvihill, D. A.","contributorId":73644,"corporation":false,"usgs":true,"family":"Mulvihill","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199454,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Anderson, T. W.","contributorId":105686,"corporation":false,"usgs":true,"family":"Anderson","given":"T.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199455,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27205,"text":"wri844037 - 1984 - Evaluation of a hydrograph-shifting method for estimating suspended-sediment loads in Illinois streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844037","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":"84-4037","title":"Evaluation of a hydrograph-shifting method for estimating suspended-sediment loads in Illinois streams","docAbstract":"A hydrograph-shifting method for estimating monthly and annual suspended-sediment loads was applied to suspended-sediment records for 12 streams in Illinois. Transport equations for each station were developed and synthetic sediment-discharge hydrographs were then generated by using these transport equations and records of daily streamflow. Hydrographs were shifted to measured values of daily sediment discharge selected to represent weekly, biweekly, and monthly sampling frequencies. Estimates of monthly suspended-sediment load ranged from 16 to 326 percent of measured values. Estimates of annual suspended-sediment loads ranged from 41 to 136 percent of measured values. (The method provides a reasonable means of estimating annual loads for most sites.) An experiment designed to measure the subjectivity of the method showed it to be more dependent on the particular days selected as control points than on the person applying the method. An evaluation of the effect of the length of record used to develop transport equations was not conclusive. Although standard errors of estimate showed no improvement, the comparison of estimated loads with measured loads showed slight improvement when 1 or 2 years of data were added to the data used to develop transport equations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844037","usgsCitation":"Frost, L., and Mansue, L., 1984, Evaluation of a hydrograph-shifting method for estimating suspended-sediment loads in Illinois streams: U.S. Geological Survey Water-Resources Investigations Report 84-4037, v, 37 p. :ill. ;28 cm., https://doi.org/10.3133/wri844037.","productDescription":"v, 37 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":121497,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4037/report-thumb.jpg"},{"id":56081,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf31","contributors":{"authors":[{"text":"Frost, L.R.","contributorId":96675,"corporation":false,"usgs":true,"family":"Frost","given":"L.R.","affiliations":[],"preferred":false,"id":197731,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mansue, L.J.","contributorId":98328,"corporation":false,"usgs":true,"family":"Mansue","given":"L.J.","affiliations":[],"preferred":false,"id":197732,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27841,"text":"wri834207 - 1984 - Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2","interactions":[],"lastModifiedDate":"2022-01-18T22:40:21.549985","indexId":"wri834207","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":"83-4207","title":"Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2","docAbstract":"In response to the increasing demand on water supplies and declining water levels in eastern San Joaquin County, the U.S. Geological Survey, in cooperation with the San Joaquin County Flood Control and Water Conservation District, is evaluating the potential for artificially recharging the aquifer system in eastern San Joaquin County, Calif. Phase 1 of this study evaluated the geologic and hydrological conditions in the area and selected 20 drill sites in three areas of high potential for artificial recharge of the aquifer system. In phase 2, test holes were drilled. This report is on phase 2, and summarizes the data collected during the drilling and evaluates the suitability of the drilled areas for their potential for artificial recharge. Two areas seem to have a fair potential for artificial recharge of the aquifer system using the basin-spreading method: (1) The flood plain area along the Mokelumne River north of Lockeford, and (2) an area northeast of Linden along the Calaveras River. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834207","usgsCitation":"Ireland, R.L., 1984, Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2: U.S. Geological Survey Water-Resources Investigations Report 83-4207, Report: iv, 28 p.; 2 Plates: 29.24 × 35.17 inches and 34.60 × 27.49 inches, https://doi.org/10.3133/wri834207.","productDescription":"Report: iv, 28 p.; 2 Plates: 29.24 × 35.17 inches and 34.60 × 27.49 inches","costCenters":[],"links":[{"id":56669,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56668,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4207/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394484,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35850.htm"},{"id":56667,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4207/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4207/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Joaquin County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.25,\n 37.8740\n ],\n [\n -120.917,\n 37.8740\n ],\n [\n -120.917,\n 38.25\n ],\n [\n -121.25,\n 38.25\n ],\n [\n -121.25,\n 37.8740\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1fc","contributors":{"authors":[{"text":"Ireland, R. L.","contributorId":89893,"corporation":false,"usgs":true,"family":"Ireland","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27180,"text":"wri834082 - 1984 - Ground-water resources of Lanfair and Fenner Valleys and vicinity, San Bernardino County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri834082","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":"83-4082","title":"Ground-water resources of Lanfair and Fenner Valleys and vicinity, San Bernardino County, California","docAbstract":"Lanfair and Fenner Valleys and vicinity cover about 1,300 square miles in eastern San Bernardino County, California. Average annual precipitation ranges from 3 to 10 inches over the area. Ground water is utilized primarily for stock and domestic purposes, and occurs in the unconsolidated deposits as well as in the highly fractured consolidated rock. Ground-water levels in wells range from 5 to 600 feet below land surface, and well yields range from 3 to 1,200 gallons per minute throughout the study area. Records indicate that water levels are at or near their predevelopment levels. Springs occur along faults and formational contacts and generally discharge less than 5 gallons per minute. Measured ground-water outflow from Lanfair Valley at Piute Spring ranged from 100 to 630 acre-feet per year. Most of the water is of good quality for domestic and stock use. However , water from two wells indicates a concentration of sulfate that is above the recommended limit for drinking water. Water supplies are adequate for present needs. However, large-scale pumping would result in the lowering of the water table and a reduction of the ground water in storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834082","usgsCitation":"Freiwald, D., 1984, Ground-water resources of Lanfair and Fenner Valleys and vicinity, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 83-4082, iv, 60 p. :maps ;28 cm., https://doi.org/10.3133/wri834082.","productDescription":"iv, 60 p. :maps ;28 cm.","costCenters":[],"links":[{"id":124899,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4082/report-thumb.jpg"},{"id":56056,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91731,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4082/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91732,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4082/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9fe4b07f02db660e97","contributors":{"authors":[{"text":"Freiwald, D.A.","contributorId":39000,"corporation":false,"usgs":true,"family":"Freiwald","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":197699,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27069,"text":"wri844101 - 1984 - Simulated effects of surface coal mining and agriculture on dissolved solids in Rosebud Creek, southeastern Montana","interactions":[],"lastModifiedDate":"2022-12-09T20:35:00.4195","indexId":"wri844101","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":"84-4101","title":"Simulated effects of surface coal mining and agriculture on dissolved solids in Rosebud Creek, southeastern Montana","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844101","usgsCitation":"Ferreira, R.F., 1984, Simulated effects of surface coal mining and agriculture on dissolved solids in Rosebud Creek, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4101, v, 60 p., https://doi.org/10.3133/wri844101.","productDescription":"v, 60 p.","costCenters":[],"links":[{"id":55939,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4101/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158679,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4101/report-thumb.jpg"},{"id":410230,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35989.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Montana","otherGeospatial":"Rosebud Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -106.217,\n 45.15\n ],\n [\n -106.217,\n 46.269\n ],\n [\n -107.25,\n 46.269\n ],\n [\n -107.25,\n 45.15\n ],\n [\n -106.217,\n 45.15\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f34a7","contributors":{"authors":[{"text":"Ferreira, R. F.","contributorId":80690,"corporation":false,"usgs":true,"family":"Ferreira","given":"R.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197504,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26806,"text":"wri834231 - 1984 - Aquifer tests in the stratified drift, Chipuxet River basin, Rhode Island","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri834231","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":"83-4231","title":"Aquifer tests in the stratified drift, Chipuxet River basin, Rhode Island","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834231","usgsCitation":"Dickerman, D., 1984, Aquifer tests in the stratified drift, Chipuxet River basin, Rhode Island: U.S. Geological Survey Water-Resources Investigations Report 83-4231, viii, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834231.","productDescription":"viii, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119067,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4231/report-thumb.jpg"},{"id":55694,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4231/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679efe","contributors":{"authors":[{"text":"Dickerman, D.C.","contributorId":48601,"corporation":false,"usgs":true,"family":"Dickerman","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":197037,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28491,"text":"wri834211 - 1984 - Floods of August 7-8, 1979, in Chautauqua County, New York, with hydraulic analysis of Canadaway Creek in the village of Fredonia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834211","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":"83-4211","title":"Floods of August 7-8, 1979, in Chautauqua County, New York, with hydraulic analysis of Canadaway Creek in the village of Fredonia","docAbstract":"Extensive flooding of streams in Chautauqua County, N.Y., on August 7-8, 1979, after severe thunderstorms, resulted in one death and millions of dollars worth of property damage. Severe flooding was reported on Canadaway Creek in Fredonia, where the peak discharge was computed to be 12,000 cubic feet per second. The recurrence interval of this discharge is estimated to be greater than 100 years (exceedance probability less than 0.01). A hydraulic analysis of the flood in Fredonia indicated that a debris jam at the Water Street bridge caused the water level (as determined from floodmarks) immediately upstream from the bridge to be 2.9 feet higher than level computed for unobstructed (without debris) flow conditions. The 100-year flood discharge at the Water Street bridge is computed to be 5,280 cubic feet per second, and the corresponding water level just upstream from the bridge (under unobstructed flow conditions) is 5.9 feet lower than the level observed during the August 7-8, 1979 flood. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834211","usgsCitation":"Lumia, R., and Johnston, W.H., 1984, Floods of August 7-8, 1979, in Chautauqua County, New York, with hydraulic analysis of Canadaway Creek in the village of Fredonia: U.S. Geological Survey Water-Resources Investigations Report 83-4211, iv, 16 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834211.","productDescription":"iv, 16 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122631,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4211/report-thumb.jpg"},{"id":57289,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4211/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b1015","contributors":{"authors":[{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":199901,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnston, W. H.","contributorId":19960,"corporation":false,"usgs":true,"family":"Johnston","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":199902,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27660,"text":"wri844217 - 1984 - Evaluation of regional ground-water quality in relation to land use; US Geological Survey Toxic Waste--Ground-Water Contamination Program","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri844217","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":"84-4217","title":"Evaluation of regional ground-water quality in relation to land use; US Geological Survey Toxic Waste--Ground-Water Contamination Program","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844217","usgsCitation":"Helsel, D., and Ragone, S., 1984, Evaluation of regional ground-water quality in relation to land use; US Geological Survey Toxic Waste--Ground-Water Contamination Program: U.S. Geological Survey Water-Resources Investigations Report 84-4217, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844217.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120077,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4217/report-thumb.jpg"},{"id":56514,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4217/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fab9c","contributors":{"authors":[{"text":"Helsel, D.R.","contributorId":57448,"corporation":false,"usgs":false,"family":"Helsel","given":"D.R.","email":"","affiliations":[{"id":7242,"text":"Wisconsin Department of Natural Resources, Madison, WI, USA","active":true,"usgs":false}],"preferred":false,"id":198486,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ragone, S.E.","contributorId":10425,"corporation":false,"usgs":true,"family":"Ragone","given":"S.E.","affiliations":[],"preferred":false,"id":198485,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28015,"text":"wri834275 - 1984 - True location and orientation of fractures logged with the acoustic televiewer (including programs to correct fracture orientation)","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri834275","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":"83-4275","title":"True location and orientation of fractures logged with the acoustic televiewer (including programs to correct fracture orientation)","docAbstract":"The attitude of fractures measured on acoustic-televiewer logs may be misorientated by as much as 180 degrees in a drill hole that is deviated significantly from vertical, because of the effect of the vertical component of the magnetic field on the tilted magnetometer that is used to orient the log. A method has been developed to correct for the misorientation by analyzing the orientation of the magnetometer with respect to the magnetic-field vector acting at the magnetometer 's center. Computer programs were written to correct the attitude of fractures for both magnetic effects and hole deviation. For the reorientation of a single fracture, a stereographic solution is illustrated. Test results suggest that the fracture orientation can be corrected to plus or minus five degrees of true orientation, provided there are no other magnetic effects, such as magnetite in the rocks. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834275","usgsCitation":"Kierstein, R., 1984, True location and orientation of fractures logged with the acoustic televiewer (including programs to correct fracture orientation): U.S. Geological Survey Water-Resources Investigations Report 83-4275, iv, 73 p. :ill. ;28 cm., https://doi.org/10.3133/wri834275.","productDescription":"iv, 73 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158539,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4275/report-thumb.jpg"},{"id":56842,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4275/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db6242d7","contributors":{"authors":[{"text":"Kierstein, R.A.","contributorId":52222,"corporation":false,"usgs":true,"family":"Kierstein","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":199070,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27820,"text":"wri844002 - 1984 - Hydrogeology of well-field areas near Tampa, Florida, phase 2 — Development and documentation of a quasi-three-dimensional finite-difference model for simulation of steady-state ground-water flow","interactions":[],"lastModifiedDate":"2022-01-12T21:24:27.720127","indexId":"wri844002","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":"84-4002","title":"Hydrogeology of well-field areas near Tampa, Florida, phase 2 — Development and documentation of a quasi-three-dimensional finite-difference model for simulation of steady-state ground-water flow","docAbstract":"This report describes a quasi-three-dimensional finite-difference model for simulation of steady-state ground-water flow in the Floridan aquifer over a 932-square-mile area that contains 10 municipal well fields. The over-lying surficial aquifer contains a water table and is coupled to the Floridan aquifer by leakage term that represents flow through a confining layer separating the two aquifers. Under the steady-state condition, all storage terms are set to zero. Use of the head-controlled flux condition allows simulated head and flow changes to occur in the Floridan aquifer at the model boundaries. Procedures used to calibrate the model, test its sensitivity to input-parameter errors, and validate its accuracy for predictive purposes are described. Also included are attachments that describe setting up and running the model. Example model-interrogation runs show anticipated drawdowns under high, average, and low recharge conditions with 10 well fields pumping simultaneously at the maximum annual permitted rates totaling 186.9 million gallons per day.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844002","usgsCitation":"Hutchinson, C.B., 1984, Hydrogeology of well-field areas near Tampa, Florida, phase 2 — Development and documentation of a quasi-three-dimensional finite-difference model for simulation of steady-state ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 84-4002, vi, 174 p., https://doi.org/10.3133/wri844002.","productDescription":"vi, 174 p.","costCenters":[],"links":[{"id":394282,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35910.htm"},{"id":56656,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119960,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4002/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Tampa","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.75,\n 28\n ],\n [\n -82.25,\n 28\n ],\n [\n -82.25,\n 28.417\n ],\n [\n -82.75,\n 28.417\n ],\n [\n -82.75,\n 28\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6149e5","contributors":{"authors":[{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198735,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28150,"text":"wri834186 - 1984 - Evaluation of alternative reservoir-management practices in the Rock River basin, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-19T15:48:01","indexId":"wri834186","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":"83-4186","title":"Evaluation of alternative reservoir-management practices in the Rock River basin, Wisconsin","docAbstract":"Simulation of the operation of upstream impoundments in the Rock River basin to reduce spring floods showed that such operation would reduce flood peaks by 0.11 foot on the average, and would increase flood peaks some years. The most significant reductions would occur during the average- size floods, whereas little or no reductions would occur for larger and smaller floods. Modifying the simulation of impoundment operations to reduce larger floods produced only minor reductions in flood peaks for the larger floods, and slightly increased flood peaks for average-size floods.
\nAlternative operating procedures for Indianford Dam which controls Lake Koshkonong were simulated with estimated power generation and the use of flashboards during the summer, neither of which are currently used. The simulation showed that, for most periods without significant runoff, the stage of Lake Koshkonong would tend toward the stage at which power generation was prohibited. It also showed that use of flashboards to raise the minimum lake stage during the summer would not raise the peak stage of the lake measurably if the flashboards were removed when the stage rose above its normal level. Simulation showed that winter drawdown of Lake Koshkonong would not lower spring flood peaks significantly downstream.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834186","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Krug, W., and House, L.B., 1984, Evaluation of alternative reservoir-management practices in the Rock River basin, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 83-4186, v, 21 p., https://doi.org/10.3133/wri834186.","productDescription":"v, 21 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":120168,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4186/report-thumb.jpg"},{"id":56980,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4186/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Columbia County, Dane County, Dodge County, Fond du Lac County, Green County, Green Lake County, Jefferson County, Rock County, Washington County, Waukesha County","otherGeospatial":"Rock River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-88.8857,43.8954],[-88.7651,43.8953],[-88.6446,43.895],[-88.524,43.8941],[-88.4561,43.8932],[-88.404,43.8923],[-88.4033,43.9388],[-88.315,43.938],[-88.2826,43.9377],[-88.1619,43.9379],[-88.1622,43.8914],[-88.1608,43.8044],[-88.1599,43.7197],[-88.1597,43.6305],[-88.1601,43.6132],[-88.1608,43.5431],[-88.0402,43.5423],[-88.0401,43.4581],[-88.0401,43.3675],[-88.0622,43.3673],[-88.0633,43.2827],[-88.0639,43.194],[-88.0664,43.1076],[-88.0682,43.0202],[-88.0692,42.9725],[-88.0675,42.9334],[-88.0699,42.8447],[-88.1868,42.8451],[-88.3044,42.8444],[-88.3027,42.6134],[-88.3016,42.4979],[-88.4099,42.4977],[-88.5047,42.4981],[-88.6288,42.4985],[-88.6737,42.4977],[-88.7059,42.4972],[-88.7719,42.4957],[-88.7737,42.4958],[-88.9385,42.4984],[-88.9798,42.4989],[-89.0467,42.4997],[-89.154,42.501],[-89.2345,42.5018],[-89.2705,42.5021],[-89.3185,42.5024],[-89.3645,42.5029],[-89.4018,42.503],[-89.4031,42.503],[-89.4537,42.5038],[-89.4883,42.5044],[-89.5693,42.5057],[-89.6811,42.5074],[-89.803,42.5077],[-89.8379,42.5076],[-89.8377,42.5975],[-89.8375,42.6857],[-89.8373,42.7735],[-89.8375,42.8135],[-89.8377,42.8598],[-89.8375,42.9471],[-89.8386,43.0317],[-89.8384,43.1181],[-89.8394,43.205],[-89.8325,43.2123],[-89.825,43.2187],[-89.8175,43.226],[-89.8125,43.2342],[-89.8088,43.2369],[-89.8012,43.2365],[-89.7874,43.2356],[-89.771,43.237],[-89.7579,43.2379],[-89.7529,43.2443],[-89.7485,43.2507],[-89.7391,43.2548],[-89.7259,43.2644],[-89.7171,43.2739],[-89.714,43.2821],[-89.7165,43.2867],[-89.7235,43.2935],[-89.7292,43.3026],[-89.7279,43.3108],[-89.7254,43.3153],[-89.7229,43.3181],[-89.7185,43.3195],[-89.7129,43.3226],[-89.7078,43.3277],[-89.7028,43.3345],[-89.6909,43.3495],[-89.684,43.3573],[-89.6783,43.3586],[-89.6708,43.3582],[-89.6613,43.3577],[-89.6456,43.36],[-89.6311,43.3646],[-89.6166,43.371],[-89.6009,43.3806],[-89.6004,43.4688],[-89.5999,43.5544],[-89.6075,43.5603],[-89.6138,43.5626],[-89.6277,43.5617],[-89.6359,43.5603],[-89.6511,43.5621],[-89.658,43.5634],[-89.6643,43.5657],[-89.6707,43.5666],[-89.6783,43.5671],[-89.6877,43.5634],[-89.6934,43.5616],[-89.6991,43.562],[-89.706,43.5648],[-89.7187,43.5652],[-89.7288,43.5661],[-89.7351,43.5693],[-89.7364,43.5743],[-89.7326,43.5793],[-89.7288,43.5829],[-89.7244,43.587],[-89.7188,43.5929],[-89.7207,43.597],[-89.727,43.5979],[-89.7428,43.597],[-89.751,43.5997],[-89.7567,43.6029],[-89.7662,43.6029],[-89.7738,43.6092],[-89.7763,43.6161],[-89.7808,43.6215],[-89.7802,43.6274],[-89.7789,43.6343],[-89.784,43.6388],[-89.7866,43.6411],[-89.779,43.6411],[-89.7195,43.643],[-89.6,43.6427],[-89.4837,43.6423],[-89.3648,43.6427],[-89.2453,43.643],[-89.2456,43.7304],[-89.2455,43.7572],[-89.243,43.759],[-89.241,43.7636],[-89.2296,43.7649],[-89.2227,43.7604],[-89.2201,43.7604],[-89.2176,43.7626],[-89.1897,43.7617],[-89.1834,43.7621],[-89.1751,43.7639],[-89.1713,43.7635],[-89.1682,43.7625],[-89.168,43.8099],[-89.1749,43.8076],[-89.1851,43.8022],[-89.1902,43.8013],[-89.194,43.8022],[-89.1971,43.8045],[-89.199,43.8077],[-89.1977,43.8109],[-89.1977,43.8127],[-89.1975,43.876],[-89.1651,43.8759],[-89.1658,43.983],[-89.1283,43.9833],[-89.0063,43.9834],[-88.944,43.9836],[-88.8862,43.9833],[-88.8857,43.8954]]]},\"properties\":{\"name\":\"Columbia\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faebb","contributors":{"authors":[{"text":"Krug, W.R.","contributorId":23147,"corporation":false,"usgs":true,"family":"Krug","given":"W.R.","email":"","affiliations":[],"preferred":false,"id":199301,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"House, L. B.","contributorId":49386,"corporation":false,"usgs":true,"family":"House","given":"L.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199302,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28320,"text":"wri834270 - 1984 - Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri834270","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":"83-4270","title":"Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado","docAbstract":"The Fort Carson Military Reservation adjoins the rapidly growning Colorado Springs metropolitan area, where locally available water supplies are limited and strictly administered. Fort Carson purchases about 3,400 acre-feet of treated water annually from the city of Colorado Springs. The major streams entering Fort Carson have an estimated average annual discharge of 6,240 acre-feet of water per year upstream from diversions for municipal and domestic water supplies. The streamflow is unevenly distributed in time and consequently not dependable as a large or sole source of water. Ground water is available from alluvial and bedrock aquifers. Wells with yields greater than 100 gallons per minute can be expected from the alluvium along Rock and Little Fountain Creeks and from some parts of the Dakota-Purgatoire aquifer. The quality of surface water entering Fort Carson is generally suitable for irrigation and drinking but deteriorates eastward across Fort Carson. Water from the alluvial aquifer along Rock and Little Fountain Creeks in the eastern part of Fort Carson contains fluoride in concentrations exceeding drinking-water standards. Water from the Dakota-Purgatoire aquifer characteristically contains radiochemical constituents in concentrations that exceed drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834270","usgsCitation":"Leonard, G., 1984, Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4270, vi, 78 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834270.","productDescription":"vi, 78 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124284,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4270/report-thumb.jpg"},{"id":57133,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4270/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57134,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4270/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57135,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c87c","contributors":{"authors":[{"text":"Leonard, G.J.","contributorId":78371,"corporation":false,"usgs":true,"family":"Leonard","given":"G.J.","email":"","affiliations":[],"preferred":false,"id":199587,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28268,"text":"wri844034 - 1984 - Ground-water quality in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4034","title":"Ground-water quality in Wyoming","docAbstract":"This report graphically summarizes ground-water quality from selected chemical-quality data for about 2,300 ground-water sites in Wyoming. Dissolved-solids, nitrate, fluoride, arsenic, barium, cadmium, chromium, lead, mercury, selenium, iron, and manganese concentrations are summarized on a statewide basis. The major chemical-quality problem that limits the use of Wyoming ground-water is excessive dissolved-solids concentrations. The aquifers with the best quality water, based on the lowest median dissolved-solids concentration of water in aquifers with 20 or more sampled sites, are Holocene lacustrine deposits, the upper Testiary Ogallala Formation and Arikaree Formation, and the Mississippian Madison Limestone. The counties with the best quality water, based on the lowest median dissolved-solids concentrations are Teton County and Laramie County. Hot Springs County and Natrona County have the highest median dissolved-solids concentrations. About 3 percent of the nitrate concentrations of ground-water samples exceeded the national primary drinking-water standard of 10 milligrams per liter. Fluoride concentrations exceeded the national primary drinking-water standard in 14 percent of the ground-water samples. Except for selenium, toxic trace elements generally have not been found in concentrations in excess of the drinking-water standards. About 19 percent of the iron and about 30 percent of the manganese concentrations in ground-water samples exceeded the national secondary drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844034","usgsCitation":"Larson, L.R., 1984, Ground-water quality in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4034, v, 71 p. :chiefly ill., map ;28 cm., https://doi.org/10.3133/wri844034.","productDescription":"v, 71 p. :chiefly ill., map ;28 cm.","costCenters":[],"links":[{"id":124898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4034/report-thumb.jpg"},{"id":57090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667305","contributors":{"authors":[{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199500,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27053,"text":"wri834193 - 1984 - Chemical quality of landfill leachate in treatment ponds and migration of leachate in the surficial aquifer, Pinellas County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri834193","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":"83-4193","title":"Chemical quality of landfill leachate in treatment ponds and migration of leachate in the surficial aquifer, Pinellas County, Florida","docAbstract":"The Pinellas County leachate treatment and disposal site encompasses about 8 acres within the 220 acres of the county 's Bridgeway Acres landfill. The site has a high water table and is subject to inundation due to tidal flooding and major storms. Fresh leachate is pumped from V-shaped trenches an average of about 3.8 hours per day. The pumping rate ranges from 150 to 500 gallons per minute. The leachate is aerated for about 2 days in a lined basin, then transferred by gravity to a stabilization pond where it is permitted to infiltrate into the surficial aquifer. Two chemical constituents, ammonia nitrogen and potassium, were used as indicators of migration of the leachate in the aquifer. No apparent nitrification occurred within the treatment system. Leachate has migrated from about 75 to 80 feet along the upper 5 feet of the aquifer during the period of study. Vertical migration was about 4 feet beneath the bottom of the pond into the aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section, Western Distribution Branch,","doi":"10.3133/wri834193","usgsCitation":"Fernandez, M., and Barr, G., 1984, Chemical quality of landfill leachate in treatment ponds and migration of leachate in the surficial aquifer, Pinellas County, Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4193, v, 57 p. :ill., maps ;29 cm., https://doi.org/10.3133/wri834193.","productDescription":"v, 57 p. :ill., maps ;29 cm.","costCenters":[],"links":[{"id":122844,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4193/report-thumb.jpg"},{"id":55929,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4193/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e37de","contributors":{"authors":[{"text":"Fernandez, Mario Jr.","contributorId":77155,"corporation":false,"usgs":true,"family":"Fernandez","given":"Mario","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":197477,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barr, G. L.","contributorId":22312,"corporation":false,"usgs":true,"family":"Barr","given":"G. L.","affiliations":[],"preferred":false,"id":197476,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27498,"text":"wri834149 - 1984 - Effects of hydraulic borehole mining on ground water at a test site in northeast St Johns County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri834149","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":"83-4149","title":"Effects of hydraulic borehole mining on ground water at a test site in northeast St Johns County, Florida","docAbstract":"An experimental mining project was conducted in northeast St. Johns County, Florida, to determine the feasibility of extracting deeply buried phosphate ore by hydraulic borehole mining techniques. The phosphate zone is between 232 and 250 feet below land surface and consists of approximately equal proportions of fine-grained phosphate, sand, and clay. Six wells were constructed at the test site to monitor effects of the mining operation on the ground-water resources of the area. One well penetrated the Floridan aquifer beneath the phosphate zone, another was completed in the phosphate zone, and the other four were finished in water-bearing zones above the phosphate zone. The mining project consisted of three separate tests in which different mining methods were used. Changes in water levels, other than in the mined zone, were detected only in the overlying monitored zone during the first two tests as a result of roof failures in cavities formed by the mining operation. Water-quality changes were observed only in the mined zone and resulted from the injection of water from the deeper Floridan aquifer as part of the mining operation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834149","usgsCitation":"Hampson, P.S., 1984, Effects of hydraulic borehole mining on ground water at a test site in northeast St Johns County, Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4149, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834149.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4149/report-thumb.jpg"},{"id":56348,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4149/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611e96","contributors":{"authors":[{"text":"Hampson, P. S.","contributorId":58677,"corporation":false,"usgs":true,"family":"Hampson","given":"P.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198218,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28504,"text":"wri844170 - 1984 - Trace metals in Suisun Bay, California: A preliminary report","interactions":[],"lastModifiedDate":"2021-12-27T19:28:05.567456","indexId":"wri844170","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":"84-4170","title":"Trace metals in Suisun Bay, California: A preliminary report","docAbstract":"A 5-month partial study (February to July 1983) was completed in Suisun Bay, a shallow embayment of San Francisco Bay, Calif., to determine characteristic heavy metal concentrations present in sediments and organisms (Corbicula clams) prior to possible discharge of San Luis Drain irrigation tile return water. Preliminary results show sediments are typical of other San Francisco Bay study sites, ranging from coarse sands to fine silt-clays. The sediments are enriched in manganese and low in organic carbon; iron is moderately enriched, with acid-extractable iron concentrations of 162-3,521 micro-g/g. Sediment concentrations of silver, zinc, lead, and cadmium measured between April and July are reported. Previous area studies have shown increased concentrations during autumn and winter, a period not covered in the data set. Due to insufficient data, interpretations are incomplete. Clam-tissue burdens for silver and zinc are similar to those found in Corbicula from pristine areas. Lead concentrations are typically below the 2-micrograms/g detection level. Corbicula do show indications of more tissue enrichment for cadmium and copper at estuarine stations than at riverine stations.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844170","usgsCitation":"Luoma, S., Cascos, P.V., and Dagovitz, R.M., 1984, Trace metals in Suisun Bay, California: A preliminary report: U.S. Geological Survey Water-Resources Investigations Report 84-4170, iv, 39 p., https://doi.org/10.3133/wri844170.","productDescription":"iv, 39 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":393457,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36040.htm"},{"id":57303,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4170/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Suisun Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.14393615722655,\n 37.99995036840875\n ],\n [\n -121.82258605957031,\n 37.99995036840875\n ],\n [\n -121.82258605957031,\n 38.1334763895322\n ],\n [\n -122.14393615722655,\n 38.1334763895322\n ],\n [\n -122.14393615722655,\n 37.99995036840875\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db6275e2","contributors":{"authors":[{"text":"Luoma, S. N.","contributorId":86353,"corporation":false,"usgs":true,"family":"Luoma","given":"S. N.","affiliations":[],"preferred":false,"id":199926,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cascos, P. V.","contributorId":58312,"corporation":false,"usgs":true,"family":"Cascos","given":"P.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":199924,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dagovitz, R. M.","contributorId":72422,"corporation":false,"usgs":true,"family":"Dagovitz","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199925,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26585,"text":"wri854007 - 1984 - The ground-water system and simulated effects of ground-water withdrawals in northern Utah Valley, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri854007","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":"85-4007","title":"The ground-water system and simulated effects of ground-water withdrawals in northern Utah Valley, Utah","docAbstract":"The effects of withdrawals from the principal ground-water reservoir in northern Utah Valley, Utah, were projected by means of a three-dimensional, finite-difference, digital-computer model, which was constructed to study and simulate the ground-water system. The model was calibrated against (1) water levels measured in 1947, which were assumed to represent steady-state conditions; (2) observed water-level changes from 1947-83 for transient-state conditions; and (3) the results of an aquifer test. The calibrated model was used to simulate varying quantities of ground-water withdrawal and recharge and to estimate water-level changes for 1980-2000. The average annual rate of recharge for the area is assumed to be 190,000 acre-feet per year, and the average annual discharge from wells at the end of transient-state calibration was assumed to be 50 ,100 acre-feet per year. Water-level declines of as much as 25 feet are projected for the 20-year period if the average recharge rate is assumed and the discharge from wells is as much as 91,400 acre-feet per year. During transient-state calibration , changes in recharge to the principal ground-water reservoir were shown to be a major cause of the variations in water levels. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854007","usgsCitation":"Clark, D., 1984, The ground-water system and simulated effects of ground-water withdrawals in northern Utah Valley, Utah: U.S. Geological Survey Water-Resources Investigations Report 85-4007, vi, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854007.","productDescription":"vi, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157406,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4007/report-thumb.jpg"},{"id":55454,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db655f35","contributors":{"authors":[{"text":"Clark, D.W.","contributorId":22765,"corporation":false,"usgs":true,"family":"Clark","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":196661,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28383,"text":"wri834286 - 1984 - Calibration and verification of a rainfall-runoff model and a runoff-quality model for several urban basins in the Denver metropolitan area, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834286","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":"83-4286","title":"Calibration and verification of a rainfall-runoff model and a runoff-quality model for several urban basins in the Denver metropolitan area, Colorado","docAbstract":"The U.S. Geological Survey 's Distributed Routing Rainfall-Runoff Model--Version II was calibrated and verified for five urban basins in the Denver metropolitan area. Land-use types in the basins were light commerical, multifamily housing, single-family housing, and a shopping center. The overall accuracy of model predictions of peak flows and runoff volumes was about 15 percent for storms with rainfall intensities of less than 1 inch per hour and runoff volume of greater than 0.01 inch. Predictions generally were unsatisfactory for storm having a rainfall intensity of more than 1 inch per hour, or runoff of 0.01 inch or less. The Distributed Routing Rainfall-Runoff Model-Quality, a multievent runoff-quality model developed by the U.S. Geological Survey, was calibrated and verified on four basins. The model was found to be most useful in the prediction of seasonal loads of constituents in the runoff resulting from rainfall. The model was not very accurate in the prediction of runoff loads of individual constituents. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834286","usgsCitation":"Lindner-Lunsford, J.B., and Ellis, S.R., 1984, Calibration and verification of a rainfall-runoff model and a runoff-quality model for several urban basins in the Denver metropolitan area, Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4286, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834286.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123553,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4286/report-thumb.jpg"},{"id":57185,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4286/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f959f","contributors":{"authors":[{"text":"Lindner-Lunsford, J. B.","contributorId":81938,"corporation":false,"usgs":true,"family":"Lindner-Lunsford","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199704,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellis, S. R.","contributorId":103278,"corporation":false,"usgs":true,"family":"Ellis","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199705,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28025,"text":"wri844021 - 1984 - Geohydrologic reconnaissance of drainage wells in Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri844021","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":"84-4021","title":"Geohydrologic reconnaissance of drainage wells in Florida","docAbstract":"Drainage wells are used to inject surface waters directly into an aquifer, or shallow ground waters directly into a deeper aquifer, primarily by gravity. Such wells in Florida may be grouped into two broad types: (1) surface-water injection wells, and (2) interaquifer connector wells. Drainage wells of the first type are further categorized as either Floridan aquifer drainage wells or Biscayne aquifer drainage wells. Floridan aquifer drainage wells are commonly used to supplement drainage for urban areas in karst terranes of central and north Florida. Data are available for 25 wells in the Ocala, Live Oak, and Orlando areas that allow comparison of the quality of water samples from these Floridan aquifer drainage wells with allowable contaminant levels. Comparison indicates that maximum contaminant levels for turbidity, color, and iron, manganese, and lead concentrations are equaled or exceeded in some drainage-well samples, and relatively high counts for coliform bacteria are present in most wells. Biscayne aquifer drainage wells are used locally to dispose of stormwater runoff and other surplus water in southeast Florida, where large numbers of these wells have been permitted in Dade and Broward Counties. The majority of these wells are used to dispose of water from swimming pools or to dispose of heated water from air-conditioning units. The use of Biscayne aquifer drainage wells may have minimal effect on aquifer potability so long as injection of runoff and industrial wates is restricted to zones where chloride concentrations exceed 1,500 milligrams per liter. Interaquifer connector wells are used in the phosphate mining areas of Polk and Hillsborough Counties, to drain mines and recharge the Floridan aquifer. Water-quality data available from 13 connector wells indicate that samples from most of these wells exceed standards values for iron concentration and turbidity. One well yielded a highly mineralized water, and samples from 6 of the other 12 wells exceed standards values for gross alpha concentrations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844021","usgsCitation":"Kimrey, J.O., and Fayard, L., 1984, Geohydrologic reconnaissance of drainage wells in Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4021, iv, 67 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844021.","productDescription":"iv, 67 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123371,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4021/report-thumb.jpg"},{"id":56861,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5457fd","contributors":{"authors":[{"text":"Kimrey, J. O.","contributorId":67533,"corporation":false,"usgs":true,"family":"Kimrey","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":199088,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fayard, L.D.","contributorId":46571,"corporation":false,"usgs":true,"family":"Fayard","given":"L.D.","affiliations":[],"preferred":false,"id":199087,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28558,"text":"wri834009 - 1984 - Application of the conjugate-gradient method to ground-water models","interactions":[],"lastModifiedDate":"2018-02-21T15:33:50","indexId":"wri834009","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":"83-4009","title":"Application of the conjugate-gradient method to ground-water models","docAbstract":"The conjugate-gradient method can solve efficiently and accurately finite-difference approximations to the ground-water flow equation. An aquifer-simulation model using the conjugate-gradient method was applied to a problem of ground-water flow in an alluvial aquifer at the Rocky Mountain Arsenal, Denver, Colorado. For this application, the accuracy and efficiency of the conjugate-gradient method compared favorably with other available methods for steady-state flow. However, its efficiency relative to other available methods depends on the nature of the specific problem. The main advantage of the conjugate-gradient method is that it does not require the use of iteration parameters, thereby eliminating this partly subjective procedure. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834009","usgsCitation":"Manteuffel, T., Grove, D., and Konikow, L.F., 1984, Application of the conjugate-gradient method to ground-water models: U.S. Geological Survey Water-Resources Investigations Report 83-4009, iii, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834009.","productDescription":"iii, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119738,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4009/report-thumb.jpg"},{"id":57390,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a81c","contributors":{"authors":[{"text":"Manteuffel, T.A.","contributorId":59078,"corporation":false,"usgs":true,"family":"Manteuffel","given":"T.A.","email":"","affiliations":[],"preferred":false,"id":200025,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grove, D.B.","contributorId":56689,"corporation":false,"usgs":true,"family":"Grove","given":"D.B.","email":"","affiliations":[],"preferred":false,"id":200024,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Konikow, Leonard F. 0000-0002-0940-3856 lkonikow@usgs.gov","orcid":"https://orcid.org/0000-0002-0940-3856","contributorId":158,"corporation":false,"usgs":true,"family":"Konikow","given":"Leonard","email":"lkonikow@usgs.gov","middleInitial":"F.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":200023,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28300,"text":"wri844027 - 1984 - Generalized skew coefficient for flood frequency computations for the State of Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri844027","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":"84-4027","title":"Generalized skew coefficient for flood frequency computations for the State of Hawaii","docAbstract":"In 1976, the Hydrology Committee of the U.S. Water Resources Council estimated a generalized skew coefficient for flood frequency computations of -0.05 for the State of Hawaii. This value is the average of 30 stream gaging stations with 25 or more years of record through water year 1973. This report updates the generalized skew coefficient for the State of Hawaii to -0.14. It is the average of 68 stream gaging stations with 25 or more years of record. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844027","usgsCitation":"Lee, R., 1984, Generalized skew coefficient for flood frequency computations for the State of Hawaii: U.S. Geological Survey Water-Resources Investigations Report 84-4027, iv, 21 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844027.","productDescription":"iv, 21 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4027/report-thumb.jpg"},{"id":57114,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3d8","contributors":{"authors":[{"text":"Lee, Reuben","contributorId":12896,"corporation":false,"usgs":true,"family":"Lee","given":"Reuben","email":"","affiliations":[],"preferred":false,"id":199551,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26722,"text":"wri844125 - 1984 - Sedimentation survey of Fena Reservoir, Guam, Mariana Islands, 1979","interactions":[],"lastModifiedDate":"2022-10-26T15:41:52.434025","indexId":"wri844125","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":"84-4125","title":"Sedimentation survey of Fena Reservoir, Guam, Mariana Islands, 1979","docAbstract":"Fena Reservoir, in south-central Guam, was constructed in 1950-51 to provide a dependable water supply for the U.S. Navy. At the request of the U.S. Navy, the U.S. Geological Survey conducted a sedimentation survey of the Fena Reservoir during the months of November and December 1979. The sedimentation survey showed that at the spillway elevation, the reservoir has a surface area of 195 acres and a volume of 7,863 acre-ft. Data from a network of 30 triangulation stations and 32 cross sections indicated a decrease of 440 acre-feet in reservoir capacity since 1949 due to the accumulation of sediment. Area capacity curves for 1949, 1973, and 1979 and a bathymetric map of the reservoir were constructed. The combination of denser water due to lower temperature and suspended sediment load appears to create a density current within the reservoir. Particle size analyses and unit-weight computation are provided to define the physical characteristics of the accumulated sediment. 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Chemical analyses used in data summaries were limited to those stored in the USGS computer system (WATSTORE). Information on documented instances of ground-water contamination and sources of potential contamination from land disposal of wastes was provided by the Wisconsin Department of Natural Resources. Available data provide an overview of ground water quality but may be insufficient for assessment of ground-water contamination from land disposal of wastes. Many sources of potential ground-water contamination (landfills, surface waste-storage impoundments, and buried tanks) are known. Some of these are probably causing local ground-water contamination that is not apparent from available regional data. Information needs for assessment of ground-water contamination from land disposal of wastes include improved understanding of both ground-water hydrology and the chemical behavior of specific contaminants in the environment. (USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834239","usgsCitation":"Kammerer, P.A., 1984, An overview of ground-water quality data in Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 83-4239, v, 58 p., https://doi.org/10.3133/wri834239.","productDescription":"v, 58 p.","numberOfPages":"64","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":124124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4239/report-thumb.jpg"},{"id":56784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4239/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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