{"pageNumber":"436","pageRowStart":"10875","pageSize":"25","recordCount":16446,"records":[{"id":19995,"text":"ofr94316 - 1994 - Simulation of the effects of ground-water withdrawals and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","interactions":[{"subject":{"id":19995,"text":"ofr94316 - 1994 - Simulation of the effects of ground-water withdrawals and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","indexId":"ofr94316","publicationYear":"1994","noYear":false,"title":"Simulation of the effects of ground-water withdrawals and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":2223,"text":"wsp2447 - 1997 - Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","indexId":"wsp2447","publicationYear":"1997","noYear":false,"title":"Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts"},"id":1}],"supersededBy":{"id":2223,"text":"wsp2447 - 1997 - Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","indexId":"wsp2447","publicationYear":"1997","noYear":false,"title":"Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts"},"lastModifiedDate":"2020-10-06T21:22:42.54828","indexId":"ofr94316","displayToPublicDate":"1995-05-01T00:00:00","publicationYear":"1994","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":"94-316","title":"Simulation of the effects of ground-water withdrawals and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","docAbstract":"The effects of changing patterns of ground-water pumping and aquifer recharge on the surface-water and ground-water hydrologic systems were determined for the Cape Cod, Martha's Vineyard, and Nantucket Island Basins. Three-dimensional, transient, ground-water-flow modelS that simulate both freshwater and saltwater flow were developed for the f1ow cells of Cape Cod which currently have large-capacity public-supply wells. Only the freshwater-flow system was simulated for the Cape Cod flow cells where public-water supply demands are satisfied by small-capacity domestic wells. Two- dimensional, finite-difference, change models were developed for Martha's Vineyard and Nantucket Island to determine the projected drawdowns in response to projected in-season pumping rates for 180 days of no aquifer recharge. Results of the simulations indicate very little change in the position of the freshwater-saltwater interface from predevelopment flow conditions to projected ground-water pumping and recharge rates for Cape Cod in the year 2020. Results of change model simulations for Martha's Vineyard and Nantucket Island indicate that the greatest impact in response to projected in-season ground-water pumping occurs at the pumping centers and the magnitude of the drawdowns are minimal with respect to the total thickness of the aquifers.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr94316","usgsCitation":"Masterson, J., and Barlow, P.M., 1994, Simulation of the effects of ground-water withdrawals and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts: U.S. Geological Survey Open-File Report 94-316, Report: vi, 80 p.; 1 Plate: 30.12 x 35.16 inches, https://doi.org/10.3133/ofr94316.","productDescription":"Report: vi, 80 p.; 1 Plate: 30.12 x 35.16 inches","costCenters":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"links":[{"id":152469,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0316/report-thumb.jpg"},{"id":379134,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0316/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":379135,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1994/0316/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cape Cod, Martha's Vineyard, Nantucket","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.01837158203125,\n              41.36238012945531\n            ],\n            [\n              -70.56793212890625,\n              41.15384235711447\n            ],\n            [\n              -69.9224853515625,\n              41.151774298444984\n            ],\n            [\n              -69.91424560546874,\n              42.14304156290939\n            ],\n            [\n              -70.762939453125,\n              42.14304156290939\n            ],\n            [\n              -71.01837158203125,\n              41.36238012945531\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b149","contributors":{"authors":[{"text":"Masterson, John P. 0000-0003-3202-4413 jpmaster@usgs.gov","orcid":"https://orcid.org/0000-0003-3202-4413","contributorId":1865,"corporation":false,"usgs":true,"family":"Masterson","given":"John P.","email":"jpmaster@usgs.gov","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":false,"id":181872,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barlow, Paul M. 0000-0003-4247-6456 pbarlow@usgs.gov","orcid":"https://orcid.org/0000-0003-4247-6456","contributorId":1200,"corporation":false,"usgs":true,"family":"Barlow","given":"Paul","email":"pbarlow@usgs.gov","middleInitial":"M.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":181871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17742,"text":"ofr94383 - 1994 - Summary of water-resources activities of the U.S. Geological Survey in Colorado - Fiscal years 1992-93","interactions":[],"lastModifiedDate":"2022-12-13T20:18:53.72608","indexId":"ofr94383","displayToPublicDate":"1995-05-01T00:00:00","publicationYear":"1994","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":"94-383","title":"Summary of water-resources activities of the U.S. Geological Survey in Colorado - Fiscal years 1992-93","docAbstract":"<p>Water-resources activities of the U.S. Geological Survey in Colorado consist of collecting water-resources data and doing interpretive hydrologic investigations. The water-resources data and the results of the investigations are published or released by either the U.S. Geological Survey or by cooperating agencies. Water-resources investigations in Colorado for the 1992-93 fiscal years (October 1,1991, to September 30,1993) are described in this report.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr94383","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1994, Summary of water-resources activities of the U.S. Geological Survey in Colorado - Fiscal years 1992-93: U.S. Geological Survey Open-File Report 94-383, Report: v, 56 p.; Plate: 27.7 x 22.2 inches, https://doi.org/10.3133/ofr94383.","productDescription":"Report: v, 56 p.; Plate: 27.7 x 22.2 inches","costCenters":[{"id":225,"text":"Earth Science Information Center","active":false,"usgs":true}],"links":[{"id":410394,"rank":4,"type":{"id":36,"text":"NGMDB Index 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697d76","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529036,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28227,"text":"wri944012 - 1994 - Description and application of capture zone delineation for a wellfield at Hilton Head Island, South Carolina","interactions":[],"lastModifiedDate":"2023-12-15T22:06:38.127904","indexId":"wri944012","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","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":"94-4012","title":"Description and application of capture zone delineation for a wellfield at Hilton Head Island, South Carolina","docAbstract":"Ground-water capture zone boundaries for individual pumped wells in a confined aquffer were delineated by using groundwater models. Both analytical and numerical (semi-analytical) models that more accurately represent the $round-water-flow system were used. All models delineated 2-dimensional boundaries (capture zones) that represent the areal extent of groundwater contribution to a pumped well. The resultant capture zones were evaluated on the basis of the ability of each model to realistically rapresent the part of the ground-water-flow system that contributed water to the pumped wells. Analytical models used were based on a fixed radius approach, and induded; an arbitrary radius model, a calculated fixed radius model based on the volumetric-flow equation with a time-of-travel criterion, and a calculated fixed radius model derived from modification of the Theis model with a drawdown criterion. Numerical models used induded the 2-dimensional, finite-difference models RESSQC and MWCAP. The arbitrary radius and Theis analytical models delineated capture zone boundaries that compared least favorably with capture zones delineated using the volumetric-flow analytical model and both numerical models. The numerical models produced more hydrologically reasonable capture zones (that were oriented parallel to the regional flow direction) than the volumetric-flow equation. The RESSQC numerical model computed more hydrologically realistic capture zones than the MWCAP numerical model by accounting for changes in the shape of capture zones caused by multiple-well interference. The capture zone boundaries generated by using both analytical and numerical models indicated that the curnmtly used 100-foot radius of protection around a wellhead in South Carolina is an underestimate of the extent of ground-water capture for pumped wetis in this particular wellfield in the Upper Floridan aquifer. The arbitrary fixed radius of 100 feet was shown to underestimate the upgradient contribution of ground-water flow to a pumped well.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944012","usgsCitation":"Landmeyer, J., 1994, Description and application of capture zone delineation for a wellfield at Hilton Head Island, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 94-4012, iv, 33 p., https://doi.org/10.3133/wri944012.","productDescription":"iv, 33 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57058,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4012/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119680,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4012/report-thumb.jpg"},{"id":423654,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47925.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"South Carolina","otherGeospatial":"Hilton Head Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.8341394016005,\n              32.09825649124981\n            ],\n            [\n              -80.7187198470331,\n              32.1409126007467\n            ],\n            [\n              -80.64736957693655,\n              32.22438985577203\n            ],\n            [\n              -80.72011887193688,\n              32.27644639902692\n            ],\n            [\n              -80.78377450506237,\n              32.23740711325689\n            ],\n            [\n              -80.83134135179296,\n              32.13111188489001\n            ],\n            [\n              -80.8341394016005,\n              32.09825649124981\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d2a9","contributors":{"authors":[{"text":"Landmeyer, J. E.","contributorId":91140,"corporation":false,"usgs":true,"family":"Landmeyer","given":"J. E.","affiliations":[],"preferred":false,"id":199426,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28166,"text":"wri944054 - 1994 - Use of frequency analysis and the extended streamflow prediction procedure to estimate evacuation dates for the joint-use pool of Pueblo Reservoir, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri944054","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","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":"94-4054","title":"Use of frequency analysis and the extended streamflow prediction procedure to estimate evacuation dates for the joint-use pool of Pueblo Reservoir, Colorado","docAbstract":"Part of the storage space of Pueblo Reservoir consists of a 65,950 acre-foot joint-use pool (JUP) that can be used to provide additional conservation capacity from November 1 to April 14; however, the JUP must be evacuated by April 15 and used only for flood-control capacity until November 1. A study was completed to determine if the JUP possibly could be used for conservation storage for any number of days from April 15 through May 14 under certain hydrologic conditions. The methods of the study were: (1) Frequency analysis of recorded daily mean discharge data for streamflow-gaging stations upstream and downstream from Pueblo Reservoir, and (2) Implementation of the extended streamflow prediction (ESP) procedure for the Arkansas River basin upstream from the reservoir. The frequency analyses enabled estimation of daily discharges at selected exceedance probabilities (EP's), including the 0.01 EP that was used in design of the flood- storage capacity of Pueblo Reservoir. The ESP procedure enabled probabilistic forecasts of inflow volume to the reservoir for April 15 through May 14. Daily discharges derived from the frequency analyses were routed through Pueblo Reservoir to estimate evacuation dates of the JUP for different reservoir inflow volumes; the estimates indicated a relation between the inflow volume and the JUP evacuation date. To apply the study results, only a ESP forecast of the April 15-May 14 reservoir inflow volume is needed. Study results indicate the JUP possibly could be used as late as May 5 depending on the forecast inflow volume.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri944054","usgsCitation":"Kuhn, G., and Nickless, R., 1994, Use of frequency analysis and the extended streamflow prediction procedure to estimate evacuation dates for the joint-use pool of Pueblo Reservoir, Colorado: U.S. Geological Survey Water-Resources Investigations Report 94-4054, v, 46 p. :ill., map ;28 cm., https://doi.org/10.3133/wri944054.","productDescription":"v, 46 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4054/report-thumb.jpg"},{"id":57000,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db60458a","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199324,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nickless, R.C.","contributorId":85229,"corporation":false,"usgs":true,"family":"Nickless","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":199323,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":16974,"text":"ofr94356 - 1994 - Chemical, geologic, and hydrologic data from the Little Colorado River basin, Arizona and New Mexico, 1988-91","interactions":[],"lastModifiedDate":"2012-02-02T00:07:06","indexId":"ofr94356","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","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":"94-356","title":"Chemical, geologic, and hydrologic data from the Little Colorado River basin, Arizona and New Mexico, 1988-91","docAbstract":"In June 1988, The U.S. Geological Survey began a 4-year study of the occurrence and movement of radionuclides and other chemical constituents in ground water and surface water in the Little Colorado River basin in Arizona and New Mexico. Radionuclides and other chemical constituents occur naturally in water, rock, and sediment throughout the region; however, discharge of mine--dewatering effluents released by mining operations increased the quantity of radionuclides and other chemical contaminants. Additionally, in 1979, the failure of a tailings-pond dike resulted in the largest known single release of water contaminated by uranium tailings in the United States. Ground-water data and surface-water data were collected from July 1988 through September 1991. Sixty-nine wells were sampled, and collected data include well- construction information, lithologic logs, water levels and chemical analysis of water samples. The wells include 31 wells drilled by the U.S. Geological Survey, 7 wells drilled by the New Mexico Environment Department, 11 private wells, and 20 temporary drive-point wells; in addition, 1 spring was sampled. Data from nine continual-record and five partial-record stxeamflow-gaging stations include daily mean discharge, daily mean suspended-sediment concentration and discharge, and chemical analysis for discrete water and sediment samples. Precipitation data also were collected at the nine continual-record stations.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr94356","usgsCitation":"Fisk, G.G., Ferguson, S., Rankin, D., and Wirt, L., 1994, Chemical, geologic, and hydrologic data from the Little Colorado River basin, Arizona and New Mexico, 1988-91: U.S. Geological Survey Open-File Report 94-356, v, 468 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr94356.","productDescription":"v, 468 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0356/report-thumb.jpg"},{"id":46089,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0356/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d7e4b07f02db5492b0","contributors":{"authors":[{"text":"Fisk, Gregory G.","contributorId":51728,"corporation":false,"usgs":true,"family":"Fisk","given":"Gregory","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":174392,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ferguson, S.A.","contributorId":91467,"corporation":false,"usgs":true,"family":"Ferguson","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":174393,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rankin, D.R.","contributorId":28991,"corporation":false,"usgs":true,"family":"Rankin","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":174391,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wirt, Laurie","contributorId":13204,"corporation":false,"usgs":true,"family":"Wirt","given":"Laurie","affiliations":[],"preferred":false,"id":174390,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":5106,"text":"fs01094 - 1994 - National Water Quality Assessment Program; the Santee Basin and coastal drainage, North Carolina and South Carolina","interactions":[],"lastModifiedDate":"2019-11-11T11:22:54","indexId":"fs01094","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"010-94","title":"National Water Quality Assessment Program; the Santee Basin and coastal drainage, North Carolina and South Carolina","docAbstract":"<p>In 1991, the U.S. Geological Survey (USGS), U.S. Department of the Interior, began a National Water-Quality Assessment Program (NAWQA). The long-term goals of NAWQA are to describe the status of and trends in the quality of a large representative part of the Nation's surface- and ground-water resources and to identify all the major factors that affect the quality of these resources. In addressing these goals, NAWQA produces water-quality information that is useful to policymakers and managers at State, Federal, and local levels.</p><p>NAWQA emphasis is on regional scale water-quality problems. The program does not diminish the need for smaller scale studies and monitoring designed and conducted by State, Federal, and local agencies. NAWQA, however, provides a large-scale framework for conducting many of these activities and an understanding about regional and national water-quality conditions that cannot be acquired from these other programs and studies.</p><p>Studies of 60 hydrologic systems that include parts of most major river basins and aquifer systems are the building blocks of the national assessment. The areas of the 60 study units range in size from 1,000 to more than 60,000 square miles (mi<sup>2</sup>) and represent 60 to 70 percent of the Nation's water use and population served by public water supplies. Twenty investigations were begun in 1991, 20 investigations began in 1994, and 20 are planned to begin in 1997. The assessment activities in the Santee River Basin and Coastal Drainage began in 1994.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs01094","usgsCitation":"Hughes, W.B., 1994, National Water Quality Assessment Program; the Santee Basin and coastal drainage, North Carolina and South Carolina: U.S. Geological Survey Fact Sheet 010-94, 2 p., https://doi.org/10.3133/fs01094.","productDescription":"2 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":353859,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/1994/0010/fs19940010.pdf","text":"Report","size":"2.70 MB","linkFileType":{"id":1,"text":"pdf"},"description":"FS 1994-010"},{"id":117448,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/1994/0010/coverthb.jpg"}],"country":"United States","state":"North Carolina, South Carolina","otherGeospatial":"Santee River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.8319091796875,\n              31.99875937194732\n            ],\n            [\n              -80.3265380859375,\n              32.48196313217176\n            ],\n            [\n              -79.95574951171875,\n              32.62549671451373\n            ],\n            [\n              -79.8431396484375,\n              32.7503226078097\n            ],\n            [\n              -79.57122802734375,\n              32.91648534731439\n            ],\n            [\n              -79.54925537109375,\n              33.01096671579776\n            ],\n            [\n              -79.38720703125,\n              33.04550781490999\n            ],\n            [\n            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     32.23603621746476\n            ],\n            [\n              -81.0296630859375,\n              32.08257455954592\n            ],\n            [\n              -80.8319091796875,\n              31.99875937194732\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","contact":"<p><a href=\"mailto:dc_sc@usgs.gov\" data-mce-href=\"mailto:dc_sc@usgs.gov\">Director</a>, <a href=\"https://www.usgs.gov/centers/sa-water\" data-mce-href=\"https://www.usgs.gov/centers/sa-water\">South Atlantic Water Science Center </a><br> U.S. Geological Survey<br> 720 Gracern Road<br> Columbia, SC 29210</p>","tableOfContents":"<ul><li>The Santee Basin And Coastal Drainage</li><li>Major Water-Quality Issues&nbsp;</li><li>Communication and Coordination&nbsp;</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db6986eb","contributors":{"authors":[{"text":"Hughes, W. Brian","contributorId":84353,"corporation":false,"usgs":true,"family":"Hughes","given":"W.","email":"","middleInitial":"Brian","affiliations":[],"preferred":false,"id":150427,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30313,"text":"wri934185 - 1994 - Hydrogeologic framework and simulation of shallow ground-water flow in the vicinity of a hazardous-waste landfill near Pinewood, South Carolina","interactions":[],"lastModifiedDate":"2017-01-25T14:38:40","indexId":"wri934185","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","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":"93-4185","title":"Hydrogeologic framework and simulation of shallow ground-water flow in the vicinity of a hazardous-waste landfill near Pinewood, South Carolina","docAbstract":"The geologic units in the vicinity of a hazardous- waste landfill near Pinewood, S.C., were divided into hydrogeologic units on the basis of lithologic and hydrologic characteristics. A quasi-3- dimensional finite-difference ground-water-flow model was constructed to represent the hydrogeologic flamework. The simulation results indicate that if non-reactive constituents were released to the Lang Syne water-bearing zone underlying the central and western pans of the disposal area, the constituents would move in a southwesterly direction at a rate of about one-half to 7 feet per year. Contaminants could move from the Lang Syne water-bearing zone upward to the surficial aquifer, to streams, or to Lake Marion. Although these flow rates indicate that it would require at least 50 years for contaminants to travel between the disposal area and a nearby (400 ft) potential discharge area, the heterogeneity of the site hydrogeology imparts an uncertainty to the conclusion. Faster travel times cannot be ruled out if contamination enters an area having a higher hydraulic conductivity than those determined in this investigation. Faster arrival times at Lake Marion also could result if there are pathways shorter than about 400 feet between contaminated water and an area where it can discharge to the surficial aquifer or to streams. If contaminant releases were to occur on the eastern side of the ground-water mounds, near landfill section II and the southeastern part of land fill section I, initial flow directions would be toward the water-level depression in the eastern part of the facility. Ground water within water- level depression would flow downward, probably to the underlying lower Sawdust Landing water-beating zone. Movement of non-reactive constituents in the tower Sawdust Landing water-bearing zone would be southwestward toward Lake Marion at a rate of about 8 to 20 feet per year. Transport to the lake by this route could require more than 200 years.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934185","usgsCitation":"Vroblesky, D., 1994, Hydrogeologic framework and simulation of shallow ground-water flow in the vicinity of a hazardous-waste landfill near Pinewood, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 93-4185, v, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934185.","productDescription":"v, 76 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":59105,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4185/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123587,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4185/report-thumb.jpg"},{"id":59104,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4185/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","city":"Pinewood","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.60394287109375,\n              33.41310221370827\n            ],\n            [\n              -80.60394287109375,\n              33.84760762988741\n            ],\n            [\n              -80.0189208984375,\n              33.84760762988741\n            ],\n            [\n              -80.0189208984375,\n              33.41310221370827\n            ],\n            [\n              -80.60394287109375,\n              33.41310221370827\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627a48","contributors":{"authors":[{"text":"Vroblesky, D.A.","contributorId":101691,"corporation":false,"usgs":true,"family":"Vroblesky","given":"D.A.","affiliations":[],"preferred":false,"id":203038,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29376,"text":"wri934181 - 1994 - Use of a precipitation-runoff model for simulating effects of forest management on streamflow in 11 small drainage basins, Oregon Coast Range","interactions":[],"lastModifiedDate":"2017-02-07T08:33:14","indexId":"wri934181","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","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":"93-4181","title":"Use of a precipitation-runoff model for simulating effects of forest management on streamflow in 11 small drainage basins, Oregon Coast Range","docAbstract":"The Precipitation-Runoff Modeling System (PRMS) model of the U.S. Geological Survey was used to simulate the hydrologic effects of timber management in 11 small, upland drainage basins of the Coast Range in Oregon. The coefficients of determination for observed and simulated daily flow during the calibration periods ranged from 0.92 for the Flynn Creek Basin to 0.68 for the Priorli Creek Basin; percent error ranged from -0.25 for the Deer Creek Basin to -4.49 for the Nestucca River Basin. The coefficients of determination during the validation periods ranged from 0.90 for the Flynn Creek Basin to 0.66 for the Wind River Basin; percent error during the validation periods ranged from -0.91 for the Flynn Creek Basin to 22.3 for the Priorli Creek Basin. In addition to daily simulations, 42 storms were selected from the time-series periods in which the 11 basins were studied and used in hourly storm-mode simulations. Sources of simulation error included the quality of the input data, deficiencies in the PRMS model-algorithms, and the quality of parameter estimation. Times-series data from the Flynn Creek and Needle Branch Basins, collected during an earlier U.S. Geological Survey paired-watershed study, were used to evaluate the PRMS as a tool for predicting the hydrologic effects of timber-management practices. The Flynn Creek Basin remained forested and undisturbed during the data-collection period, while the Needle Branch Basin had been clearcut 82 percent at a midpoint during the period of data collection. Using the PRMS, streamflow at the Needle Branch Basin was simulated during the postlogging period using prelogging parameter values. Comparison of postlogging observed streamflow with the simulated data showed an increase in annual discharge volume of approximately 8 percent and a small increase in peak flows of from 1 to 2 percent. The simulated flows from the basins studied were generally insensitive to the number of hydrologic-response units used to replicate basin surface detail. The average number of hydrologic-response units used in the storm-period simulations was one-half the average number of hydrologic-response units used in the daily period simulations. With the exception of one basin, however, the coefficient of determination between observed and simulated daily flow differed by only 3 percent. Calibration and validation of the PRMS for 11 basins--that encompass a variety of forest, soil, and topographic conditions--provided regionalized parameter values. The parameter values assist the PRMS hydrologic simulations of other gaged and ungaged basins in the Coast Range with landscape conditions similar to those of the basins studied.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. Geological Survey, Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934181","usgsCitation":"Risley, J.C., 1994, Use of a precipitation-runoff model for simulating effects of forest management on streamflow in 11 small drainage basins, Oregon Coast Range: U.S. Geological Survey Water-Resources Investigations Report 93-4181, v, 61 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934181.","productDescription":"v, 61 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":159844,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4181/report-thumb.jpg"},{"id":58221,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4181/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5458fc","contributors":{"authors":[{"text":"Risley, J. C.","contributorId":88780,"corporation":false,"usgs":true,"family":"Risley","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201431,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29137,"text":"wri924159 - 1994 - Hydrogeology, water quality, and potential for contamination of the Upper Floridan aquifer in the Silver Springs ground-water basin, central Marion County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri924159","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","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":"92-4159","title":"Hydrogeology, water quality, and potential for contamination of the Upper Floridan aquifer in the Silver Springs ground-water basin, central Marion County, Florida","docAbstract":"The Upper Floridan aquifer, composed of a thick sequence of very porous limestone and dolomite, is the principal source of water supply in the Silver Springs ground-water basin of central Marion County, Florida. The karstic nature of the local geology makes the aquifer susceptible to contaminants from the land surface. Contaminants can enter the aquifer by seepage through surficial deposits and through sinkholes and drainage wells. Potential contaminants include agricultural chemicals, landfill leachates and petroleum products from leaking storage tanks and accidental spills. More than 560 sites of potential contamination sources were identified in the basin in 1990. Detailed investigation of four sites were used to define hydrologic conditions at representative sites. Ground-water flow velocities determined from dye trace studies ranged from about 1 foot per hour under natural flow conditions to about 10 feet per hour under pumping conditions, which is considerably higher than velocities estimated using Darcy's equation for steady-state flow in a porous medium. Water entering the aquifer through drainage wells contained bacteria, elevated concentrations of nutrients, manganese and zinc, and in places, low concentrations of organic compounds. On the basis of results from the sampling of 34 wells in 1989 and 1990, and from the sampling of water entering the Upper Floridan aquifer through drainage wells, there has been no widespread degradation of water quality in the study area. In an area of karst, particularly one in which fracture flow is significant, evaluating the effects from contaminants is difficult and special care is required when interpolating hydrogeologic data from regional studies to a specific. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri924159","usgsCitation":"Phelps, G.G., 1994, Hydrogeology, water quality, and potential for contamination of the Upper Floridan aquifer in the Silver Springs ground-water basin, central Marion County, Florida: U.S. Geological Survey Water-Resources Investigations Report 92-4159, vi, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924159.","productDescription":"vi, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123843,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4159/report-thumb.jpg"},{"id":58006,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4159/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58007,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4159/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58008,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4159/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58009,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4159/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58010,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4159/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58011,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4159/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58012,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4159/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6148b3","contributors":{"authors":[{"text":"Phelps, G. G.","contributorId":82346,"corporation":false,"usgs":true,"family":"Phelps","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201002,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28110,"text":"wri944115 - 1994 - User's guide to revised method-of-characteristics solute-transport model (MOC--version 31)","interactions":[],"lastModifiedDate":"2020-04-12T14:23:51.210931","indexId":"wri944115","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","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":"94-4115","title":"User's guide to revised method-of-characteristics solute-transport model (MOC--version 31)","docAbstract":"The U.S. Geological Survey computer model to simulate two-dimensional solute transport and dispersion in ground water (Konikow and Bredehoeft, 1978; Goode and Konikow, 1989) has been modified to improve management of input and output data and to provide progressive run-time information. All opening and closing of files are now done automatically by the program. Names of input data files are entered either interactively or using a batch-mode script file. Names of output files, created automatically by the program, are based on the name of the input file. In the interactive mode, messages are written to the screen during execution to allow the user to monitor the status and progress of the simulation and to anticipate total running time. Information reported and updated during a simulation include the current pumping period and time step, number of particle moves, and percentage completion of the current time step. The batch mode enables a user to run a series of simulations consecutively, without additional control. A report of the model's activity in the batch mode is written to a separate output file, allowing later review. The user has several options for creating separate output files for different types of data. The formats are compatible with many commercially available applications, which facilitates graphical postprocessing of model results. Geohydrology and Evaluation of Stream-Aquifer Relations in the Apalachicola-Chattahoochee-Flint River Basin, Southeastern Alabama, Northwestern Florida, and Southwestern Georgia  By Lynn J. Torak, Gary S. Davis, George A. Strain, and Jennifer G. Herndon  Abstract The lower Apalachieola-Chattahoochec-Flint River Basin is underlain by Coastal Plain sediments of pre-Cretaceous to Quaternary age consisting of alternating units of sand, clay, sandstone, dolomite, and limestone that gradually thicken and dip gently to the southeast. The stream-aquifer system consism of carbonate (limestone and dolomite) and elastic sediments, which define the Upper Floridan aquifer and Intermediate system, in hydraulic connection with the principal rivers of the basin and other surface-water features, natural and man made. Separate digital models of the Upper Flori-dan aquifer and Intermediate system were constructed by using the U.S. Geological Survey's MODular Finite-Element model of two dimensional ground-water flow, based on concep- tualizations of the stream-aquifer system, and calibrated to drought conditions of October 1986. Sensitivity analyses performed on the models indicated that aquifer hydraulic conductivity, lateral and vertical boundary flows, and pumpage have a strong influence on groundwater levels. Simulated pumpage increases in the Upper Floridan aquifer, primarily in the Dougherty Plain physiographic district of Georgia,. caused significant reductions in aquifer discharge to streams that eventually flow to Lake Seminole and the Apalachicola River and Bay. Simulated pumpage increases greater than 3 times the October 1986 rates caused drying ofsome stream reaches and parts of the Upper Floridan aquifer in Georgia. Water budgets prepared from simulation results indicate that ground- water discharge to streams and recharge by horizontal and vertical flow are the principal mechanisms for moving water through the flow system. The potential for changes in ground-water quality is high in areas where chemical constituents can be mobilized by these mechanisms. Less than 2 percent of ground-water discharge to streams comes from the Intermediate system; thus, it plays a minor role in the hydrodynamics of the stream- aquifer system.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944115","usgsCitation":"Konikow, L.F., Granato, G., and Hornberger, G., 1994, User's guide to revised method-of-characteristics solute-transport model (MOC--version 31): U.S. Geological Survey Water-Resources Investigations Report 94-4115, iv, 63 p. , https://doi.org/10.3133/wri944115.","productDescription":"iv, 63 p. ","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":56939,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4115/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158719,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4115/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a16e4b07f02db603de7","contributors":{"authors":[{"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":199236,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Granato, G.E.","contributorId":61457,"corporation":false,"usgs":true,"family":"Granato","given":"G.E.","affiliations":[],"preferred":false,"id":199237,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hornberger, G.Z.","contributorId":71582,"corporation":false,"usgs":true,"family":"Hornberger","given":"G.Z.","email":"","affiliations":[],"preferred":false,"id":199238,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29141,"text":"wri934130 - 1994 - Water resources of Duval County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri934130","displayToPublicDate":"1995-04-01T00:00:00","publicationYear":"1994","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":"93-4130","title":"Water resources of Duval County, Florida","docAbstract":"The report describes the hydrology and water resources of Duval County, the development of its water supplies, and water use within the county. Also included are descriptions of various natural features of the county (such as topography and geology), an explanation of the hydrologic cycle, and an interpretation of the relationship between them. Ground-water and surface-water resources and principal water-quality features within the county are also discussed. The report is intended to provide the general public with an overview of the water resources Of Duval County, and to increase public awareness of water issues. Information is presented in nontechnical language to enable the general reader to understand facts about water as a part of nature, and the problems associated with its development and use.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934130","usgsCitation":"Phelps, G.G., 1994, Water resources of Duval County, Florida: U.S. Geological Survey Water-Resources Investigations Report 93-4130, viii, 78 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934130.","productDescription":"viii, 78 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159384,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2333,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri934130","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0818","contributors":{"authors":[{"text":"Phelps, G. G.","contributorId":82346,"corporation":false,"usgs":true,"family":"Phelps","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201008,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29542,"text":"wri934230 - 1994 - Effects of municipal ground-water withdrawals on the Arbuckle-Simpson aquifer, Pontotoc County, Oklahoma","interactions":[],"lastModifiedDate":"2023-03-07T20:29:42.075838","indexId":"wri934230","displayToPublicDate":"1995-03-01T00:00:00","publicationYear":"1994","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":"93-4230","title":"Effects of municipal ground-water withdrawals on the Arbuckle-Simpson aquifer, Pontotoc County, Oklahoma","docAbstract":"The Arbuckle-Simpson aquifer in south-central Oklahoma consists of a thick sequence of folded and faulted carbonate and clastic rocks of Upper Cambrian to Middle Ordovician age. Fractures and karst features locally increase the aquifer's capacity to transmit and store ground water. The aquifer is a principal source of water for municipal and rural users.\r\nA hydrologic study was conducted to evaluate the effects of municipal ground-water withdrawal from the Arbuckle-Simpson aquifer on local ground-water levels and discharge from nearby springs and streams in south-central Pontotoc County. A municipal well was pumped for 63 hours at an average rate of 1,170 gallons per minute. A maximum observed drawdown of 0.3 feet was recorded half a mile from the pumping well. Drawdown was observed as far as 1.2 miles from the pumping well. No measurable response was observed at any of the surface-water-discharge measurement sites; however, recharge from precipitation may have masked any decreases in discharge caused by the pumping. Simultaneous pumping of two municipal wells for 241 hours at average rates of 1,170 and 2,730 gallons per minute resulted in a maximum observed drawdown of 1.3 feet recorded at an average distance of 0.80 miles from the pumping wells. The most distant drawdown observed was at an average distance 1.1 miles from the pumped wells. Less that 2 days after pumping stopped, increases in springflow were recorded at two springs; it is unknown whether these discharge responses reflect the effects of recharge from precipitation, or the combined effects of precipitation and the cessation of ground-water withdrawal.\r\n\r\nThe effects of the stress tests on the hydrologic system were offset by recharge from concurrent precipitation. The maximum observed drawdown represents about 6 percent of the median natural water-level fluctuation during the study period. The effect of drawdown could become critical during extended periods of low precipitation, if water levels are already near the bottom of domestic wells in the area. However, a comparison of maximum observed drawdown (1.3 ft) with the minimum saturated thickness of fresh ground water (1,500 ft) suggests that municipal pumping had little effect on the amount of ground water stored in the Arbuckle-Simpson aquifer in the study area. This evaluation is based on the limited pumping rates and times of the stress tests.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934230","usgsCitation":"Savoca, M., and Bergman, D.L., 1994, Effects of municipal ground-water withdrawals on the Arbuckle-Simpson aquifer, Pontotoc County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 93-4230, Report: iv, 37 p.; 1 Plate: 30.67 x 30.56 inches, https://doi.org/10.3133/wri934230.","productDescription":"Report: iv, 37 p.; 1 Plate: 30.67 x 30.56 inches","costCenters":[],"links":[{"id":58376,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4230/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58375,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4230/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124412,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4230/report-thumb.jpg"},{"id":413782,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47915.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Oklahoma","county":"Pontotoc County","otherGeospatial":"Arbuckle-Simpson aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -96.75,\n              34.6667\n            ],\n            [\n              -96.75,\n              34.625\n            ],\n            [\n              -96.625,\n              34.625\n            ],\n            [\n              -96.625,\n              34.6667\n            ],\n            [\n              -96.75,\n              34.6667\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611b2f","contributors":{"authors":[{"text":"Savoca, M. E.","contributorId":84803,"corporation":false,"usgs":true,"family":"Savoca","given":"M. E.","affiliations":[],"preferred":false,"id":201688,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergman, D. L.","contributorId":93038,"corporation":false,"usgs":true,"family":"Bergman","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201689,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27124,"text":"wri934160 - 1994 - Calibration of a streamflow-routing model for the Delaware River and its principal tributaries in New York, New Jersey, and Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T11:23:34","indexId":"wri934160","displayToPublicDate":"1995-03-01T00:00:00","publicationYear":"1994","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":"93-4160","title":"Calibration of a streamflow-routing model for the Delaware River and its principal tributaries in New York, New Jersey, and Pennsylvania","docAbstract":"The flow-routing module of the Hydrologic Simulation Program-Fortran watershed model was calibrated for 31 reaches on the Delaware River and 5 of it principal tributaries. These calibrations primarily involved the development of discharge-storage volume relations for the defined reaches. Daily discharge records for stream-gaging stations located at the upstream ends of the study reaches on the respective streams provided the primary hydrographic inputs for the routing models. Streamflow records for gaging stations at upstream locations and on other tributaries were used to estimate all other inflows for the 5-year calibration period, 1979-83. Root mean square errors of streamflows that were simulated for the downstream ends of gaged reaches ranged from 0.4 to 9.4 percent for the Delaware River, Lehigh River, Schuylkill River, and Brandywine Creek. Errors of 13 and 30 percent resulted from the streamflow simulations for the Lackawaxen and Neversink Rivers, respectively.\r\n\r\n      Verification simulations for a 3-month period of extreme low flows on the Delaware River in 1966 resulted in overestimation of discharges for the Trenton, NJ, gaging station by approximately 50 percent on many days. Observed (recorded) streamflows at the Trenton gaging station during this time were exceptionally low, owing to comparatively large diversions of flow for public supplies, and into the Delaware and Raritan Canal. A flow-verification simulation for 3 months of the summer and fall of 1985, during which time minimum flows in the basin were comparable to those of 1966, resulted in a root mean square error of 3.3 percent for the Trenton gaging station. There was no diversion to the Delaware and Raritan Canal at the time. Simulated flows closely matched observed flows for upstream gaging stations on the Delaware River as well, thereby confirming the routing calibration for this stream.\r\n\r\n      Information contained in this report can be used, with little modification, to develop routing modules for full-scale applications of the Hydrologic Simulation Program FORTRAN model to the watersheds of the studied streams.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934160","usgsCitation":"Flippo, H., and Madden, T., 1994, Calibration of a streamflow-routing model for the Delaware River and its principal tributaries in New York, New Jersey, and Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 93-4160, v, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934160.","productDescription":"v, 31 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":123474,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4160/report-thumb.jpg"},{"id":55986,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4160/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688e7f","contributors":{"authors":[{"text":"Flippo, H.N. Jr.","contributorId":96301,"corporation":false,"usgs":true,"family":"Flippo","given":"H.N.","suffix":"Jr.","affiliations":[],"preferred":false,"id":197595,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Madden, T.M. Jr.","contributorId":41044,"corporation":false,"usgs":true,"family":"Madden","given":"T.M.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":197594,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38203,"text":"pp1410C - 1994 - Regional hydrology and simulation of deep ground-water flow in the Southeastern Coastal Plain aquifer system in Mississippi, Alabama, Georgia, and South Carolina","interactions":[],"lastModifiedDate":"2017-01-11T10:17:12","indexId":"pp1410C","displayToPublicDate":"1995-03-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1410","chapter":"C","title":"Regional hydrology and simulation of deep ground-water flow in the Southeastern Coastal Plain aquifer system in Mississippi, Alabama, Georgia, and South Carolina","docAbstract":"<p>The Southeastern Coastal Plain aquifer system is a coastward-sloping, wedge-shaped sand and gravel reservoir exposed in outcrop to a humid climate and drained by an extensive surface-water network. Ground-water pumpage has increased to about 765 cubic feet per second since 1900, causing water-level declines of more than 150 feet in places, while base flow to major streams has decreased about 350 cubic feet per second. The water-level declines and adjustments in recharge and discharge are not expected to seriously restrict future ground-water development.</p>","language":"ENGLISH","doi":"10.3133/pp1410C","usgsCitation":"Barker, R., and Pernik, M., 1994, Regional hydrology and simulation of deep ground-water flow in the Southeastern Coastal Plain aquifer system in Mississippi, Alabama, Georgia, and South Carolina: U.S. Geological Survey Professional Paper 1410, p. C1-C87; 10 plates in separate case, https://doi.org/10.3133/pp1410C.","productDescription":"p. C1-C87; 10 plates in separate case","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":104639,"rank":700,"type":{"id":15,"text":"Index 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,{"id":17009,"text":"ofr94396 - 1994 - Concentrations of selected herbicides, two triazine netabolites, and nutrients in storm runoff from nine stream basins in the Midwestern United States, 1990-92","interactions":[],"lastModifiedDate":"2019-12-08T13:43:56","indexId":"ofr94396","displayToPublicDate":"1995-03-01T00:00:00","publicationYear":"1994","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":"94-396","displayTitle":"Concentrations of Selected Herbicides, Two Triazine Metabolites, and Nutrients in Storm Runoff from Nine Stream Basins in the Midwestern United States, 1990-92","title":"Concentrations of selected herbicides, two triazine netabolites, and nutrients in storm runoff from nine stream basins in the Midwestern United States, 1990-92","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr94396","usgsCitation":"Scribner, E.A., Goolsby, D.A., Thurman, E.M., Meyer, M.T., and Pomes, M.L., 1994, Concentrations of selected herbicides, two triazine netabolites, and nutrients in storm runoff from nine stream basins in the Midwestern United States, 1990-92: U.S. Geological Survey Open-File Report 94-396, 144 p. , https://doi.org/10.3133/ofr94396.","productDescription":"144 p. ","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":46142,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0396/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148147,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0396/report-thumb.jpg"}],"country":"United States","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.0625,\n              37.43997405227057\n            ],\n            [\n              -80.68359375,\n              37.43997405227057\n            ],\n            [\n              -80.68359375,\n              50.401515322782366\n            ],\n            [\n              -104.0625,\n              50.401515322782366\n            ],\n            [\n              -104.0625,\n              37.43997405227057\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5496","contributors":{"authors":[{"text":"Scribner, Elisabeth A.","contributorId":80265,"corporation":false,"usgs":true,"family":"Scribner","given":"Elisabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":174544,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goolsby, Donald A.","contributorId":46083,"corporation":false,"usgs":true,"family":"Goolsby","given":"Donald","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":174543,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thurman, E. Michael","contributorId":9636,"corporation":false,"usgs":true,"family":"Thurman","given":"E.","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":174541,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Meyer, Michael T. 0000-0001-6006-7985 mmeyer@usgs.gov","orcid":"https://orcid.org/0000-0001-6006-7985","contributorId":866,"corporation":false,"usgs":true,"family":"Meyer","given":"Michael","email":"mmeyer@usgs.gov","middleInitial":"T.","affiliations":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"preferred":true,"id":174540,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Pomes, Michael L.","contributorId":12497,"corporation":false,"usgs":true,"family":"Pomes","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":174542,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":19108,"text":"ofr94377 - 1994 - Hydrologic data for the Puerco River basin, western New Mexico, October 1, 1991, through September 30, 1992","interactions":[],"lastModifiedDate":"2012-02-02T00:07:25","indexId":"ofr94377","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"94-377","title":"Hydrologic data for the Puerco River basin, western New Mexico, October 1, 1991, through September 30, 1992","docAbstract":"Hydrologic data collected during October 1, 1991, through September 30, 1992, in the Puerco River Basin, Western New Mexico, are summarized. The effects of uranium mining and a 1979 tailings pond spill, in combination with naturally occurring and potentially hazardous trace elements, have created a concern that surface water and ground water in the Puerco River Basin may be unsafe for irrigation, livestock watering, and domestic use; therefore, a data collection network was established to monitor the suitability of the water resources in the Puerco River Basin. The data collection network consisted of one streamflow-gaging station, three water-well dusters, and nine streambed sites. The network is located along a reach of the Puerco River beginning near the confluence of the Puerco River and Pipeline Arroyo and ending approximately 9 miles upstream from the New Mexico-Arizona State line. Data tabulated and presented include mean daily discharge, ground-water hydrographs, water quality, and sediment chemistry and particle-size distribution.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division, [New Mexico District] ;\r\nCan be purchased from U.S. Geological Survey, Earth Science Information Center, Open-File Reports Section,","doi":"10.3133/ofr94377","usgsCitation":"Gold, R.L., and Rankin, D.R., 1994, Hydrologic data for the Puerco River basin, western New Mexico, October 1, 1991, through September 30, 1992: U.S. Geological Survey Open-File Report 94-377, iv, 33 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr94377.","productDescription":"iv, 33 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":150654,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0377/report-thumb.jpg"},{"id":48544,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0377/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6083cc","contributors":{"authors":[{"text":"Gold, Robert Louis","contributorId":13256,"corporation":false,"usgs":true,"family":"Gold","given":"Robert","email":"","middleInitial":"Louis","affiliations":[],"preferred":false,"id":180317,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rankin, Dale R.","contributorId":50924,"corporation":false,"usgs":true,"family":"Rankin","given":"Dale","email":"","middleInitial":"R.","affiliations":[{"id":472,"text":"New Mexico Water Science Center","active":true,"usgs":true}],"preferred":false,"id":180318,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17231,"text":"ofr94337 - 1994 - Hydrogeologic and water-quality data used to characterize the Management Systems Evaluation Area near Princeton, Minnesota, 1991","interactions":[],"lastModifiedDate":"2019-12-08T13:49:29","indexId":"ofr94337","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"94-337","title":"Hydrogeologic and water-quality data used to characterize the Management Systems Evaluation Area near Princeton, Minnesota, 1991","docAbstract":"<p>The Minnesota Management Systems Evaluation Area project is part of a multi-scale, inter-agency initiative to evaluate the effects of agricultural management systems on water quality in the midwest corn belt. The research area is located in the Anoka Sand Plain about 5 kilometers southwest of Princeton, Minnesota. The ground-water-quality monitoring network within and immediately surrounding the research area consists of 29 observation wells and 22 multiport wells. Thirteen observation wells are also located outside the research area. The primary objectives of research by the U.S. Geological Survey at the Princeton Management Systems Evaluation Area are to: (1) determine the relation of the spatial and temporal distribution of agricultural chemicals in ground water to recharge, topography, and subsurface heterogeneities; and (2) determine the effects of the modified and prevailing farming systems on ground-water quality. This report presents geologic logs and water-quality data used to characterize the Princeton Management Systems Evaluation Area.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/ofr94337","collaboration":"Prepared in cooperation with the University of Minnesota Department of Soil Science, the U.S. Department of Agriculture, Agricultural Research Service, and the Minnesota Pollution Control Agency","usgsCitation":"Delin, G., Landon, M., Lamb, J., and Anderson, J.L., 1994, Hydrogeologic and water-quality data used to characterize the Management Systems Evaluation Area near Princeton, Minnesota, 1991: U.S. Geological Survey Open-File Report 94-337, iii, 42 p., https://doi.org/10.3133/ofr94337.","productDescription":"iii, 42 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":149307,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0337/report-thumb.jpg"},{"id":46380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","city":"Princeton","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.62557411193848,\n              45.52306687976779\n            ],\n            [\n              -93.62557411193848,\n              45.532086387683606\n            ],\n            [\n              -93.61398696899414,\n              45.532086387683606\n            ],\n            [\n              -93.61398696899414,\n              45.52306687976779\n            ],\n            [\n              -93.62557411193848,\n              45.52306687976779\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628c4f","contributors":{"authors":[{"text":"Delin, G. N.","contributorId":12834,"corporation":false,"usgs":true,"family":"Delin","given":"G. N.","affiliations":[],"preferred":false,"id":175522,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Landon, M.K. 0000-0002-5766-0494","orcid":"https://orcid.org/0000-0002-5766-0494","contributorId":69572,"corporation":false,"usgs":true,"family":"Landon","given":"M.K.","affiliations":[],"preferred":false,"id":175523,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lamb, J.A.","contributorId":95898,"corporation":false,"usgs":true,"family":"Lamb","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":175524,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Anderson, J. L.","contributorId":103240,"corporation":false,"usgs":true,"family":"Anderson","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":175525,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":27334,"text":"wri914051 - 1994 - Instrumentation, methods of flood-data collection and transmission, and evaluation of streamflow-gaging network in Indiana","interactions":[],"lastModifiedDate":"2016-05-24T10:17:33","indexId":"wri914051","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"91-4051","title":"Instrumentation, methods of flood-data collection and transmission, and evaluation of streamflow-gaging network in Indiana","docAbstract":"<p>Floods are the number one natural disaster in the Nation, based on loss of life and property. In Indiana, several major floods have occurred during this century. Flooding can occur at any time in any geographic area in Indiana. The degree of flooding can vary from a minor inconvenience to major flooding that results in loss of life and extensive damage. In this study, the existing streamflow-gaging networks in Indiana are evaluated on the basis of meeting flood-data needs of various governmental agencies.</p>\n<p>The study area (Indiana and adjacent areas in Illinois, Michigan, and Ohio) was divided into 12 basins and 1 urban area. Each basin and the Indianapolis area were analyzed on the basis of hydrologic characteristics, flood potential, and availability and benefits of real-time data. A set of guidelines for evaluating an existing streamflow- gaging station without telemetry was developed so quantitative comparisons could be made between stations. The guidelines include station-site characteristics of drainage area, peak discharge, population of the nearby area, and needs of government agencies for planning and flood-warning management. From the analyses, determinations were made concerning modifications or additions to the networks to improve flood-data collection and transmission. These determinations were discussed at interagency meetings to ensure agreement.</p>\n<p>The study results indicate that installation of streamflow-gaging stations at 15 new sites would improve collection of flood data. Instrumenting the 15 new sites plus 26 existing streamflow-gaging stations with telemetry, preferably data-collection platforms with satellite transmitters, would improve transmission of data to users of the information.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri914051","collaboration":"Indidana Department of Natural Resources, Division of Water","usgsCitation":"Glatfelter, D., and Butch, G., 1994, Instrumentation, methods of flood-data collection and transmission, and evaluation of streamflow-gaging network in Indiana: U.S. Geological Survey Water-Resources Investigations Report 91-4051, vi, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri914051.","productDescription":"vi, 75 p. :ill., maps ;28 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,{"id":29982,"text":"wri924134 - 1994 - Hydrology of, and water quality in, the open burning area and vicinity, Picatinny Arsenal, New Jersey, 1989-90","interactions":[],"lastModifiedDate":"2023-01-11T21:43:44.538972","indexId":"wri924134","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"92-4134","title":"Hydrology of, and water quality in, the open burning area and vicinity, Picatinny Arsenal, New Jersey, 1989-90","docAbstract":"This report presents the results of a study to determine whether shallow ground water at Picatinny Arsenal Morris County, New Jersey, has been con- taminated as a result of operations at the open burning area, which is used for burning of waste explosives and materials contaminated with explosives. Results of previous investigations indicate that the soil in this area is contaminated with metals and organic compounds. Twenty-seven wells were sampled for analysis for inorganic constituents, nutrients, and explosive compounds. Selected wells also were sampled for analysis for base/neutral- and acid-extractable compounds, pesticides, volatile organic compounds, and dioxin and furan compounds. Surface-water and streambed- material samples were collected at three sites in Green Pond Brook. Water-level measurements indicate that ground-water flow generally is nearly horizontal and toward Green Pond Brook. The average velocity of the ground water is estimated to be 0.03 to 1.8 feet per day. Concentrations of iron and manganese in ground-water samples from the unconfined aquifer were consistently greater than U.S. Environmental Protection Agency secondary drinking-water regulations. Because similarly high concentrations of these constituents have been found in ground-water samples at the arsenal, they are not considered to be a consequence of activities at the open burning area. Contaminants from the open burning area appear to be contributing to elevated concentratons of lead, zinc, and explosive com- pounds found in the streambed material. Other trace element and polynuclear aromatic hydrocarbons probably are derived from both the open burning area and upstream sources. Volatile organic compounds were detected in surface-water samples at low concentrations, although most were found upstream from the open burning area. No inorganic or organic constituents were detected in ground-water or surface-water samples in concentrations that exceeded U.S. Environmental Protection Agency primary drinking-water regulations.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri924134","usgsCitation":"Storck, D.A., 1994, Hydrology of, and water quality in, the open burning area and vicinity, Picatinny Arsenal, New Jersey, 1989-90: U.S. Geological Survey Water-Resources Investigations Report 92-4134, vi, 69 p., https://doi.org/10.3133/wri924134.","productDescription":"vi, 69 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":411747,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47687.htm","linkFileType":{"id":5,"text":"html"}},{"id":123949,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4134/report-thumb.jpg"},{"id":58790,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4134/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Jersey","otherGeospatial":"Picatinny Arsenal","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -74.575,\n              40.9292\n            ],\n            [\n              -74.575,\n              40.9194\n            ],\n            [\n              -74.5861,\n              40.9194\n            ],\n            [\n              -74.5861,\n              40.9292\n            ],\n            [\n              -74.575,\n              40.9292\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc74b","contributors":{"authors":[{"text":"Storck, D. A.","contributorId":59468,"corporation":false,"usgs":true,"family":"Storck","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202478,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":31797,"text":"ofr94467 - 1994 - State water-data reports; hydrologic records of the United States water years 1990, 1991, 1992, and 1993","interactions":[{"subject":{"id":49683,"text":"ofr93626 - 1993 - State water-data reports; hydrologic records of the United States water years 1990, 1991, and 1992","indexId":"ofr93626","publicationYear":"1993","noYear":false,"title":"State water-data reports; hydrologic records of the United States water years 1990, 1991, and 1992"},"predicate":"SUPERSEDED_BY","object":{"id":31797,"text":"ofr94467 - 1994 - State water-data reports; hydrologic records of the United States water years 1990, 1991, 1992, and 1993","indexId":"ofr94467","publicationYear":"1994","noYear":false,"title":"State water-data reports; hydrologic records of the United States water years 1990, 1991, 1992, and 1993"},"id":1}],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"ofr94467","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"94-467","title":"State water-data reports; hydrologic records of the United States water years 1990, 1991, 1992, and 1993","language":"ENGLISH","doi":"10.3133/ofr94467","usgsCitation":"Alt, D., 1994, State water-data reports; hydrologic records of the United States water years 1990, 1991, 1992, and 1993: U.S. Geological Survey Open-File Report 94-467, One CD-ROM. , https://doi.org/10.3133/ofr94467.","productDescription":"One CD-ROM. ","costCenters":[],"links":[{"id":160037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e4490","contributors":{"authors":[{"text":"Alt, D.F.","contributorId":17653,"corporation":false,"usgs":true,"family":"Alt","given":"D.F.","email":"","affiliations":[],"preferred":false,"id":206972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29536,"text":"wri924122 - 1994 - Contamination of shallow ground water in the area of building 95, Picatinny Arsenal, New Jersey, 1985-90","interactions":[],"lastModifiedDate":"2019-12-08T13:23:53","indexId":"wri924122","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"92-4122","title":"Contamination of shallow ground water in the area of building 95, Picatinny Arsenal, New Jersey, 1985-90","docAbstract":"A zone of contaminated ground water at Picatinny Arsenal has resulted from the operation of a metal- plating facility in building 95 during 1960-81, and the wastewater-treatment system that is in and adjacent to the building. Thirty-two monitoring wells were installed in 1989 to supplement 12 previously installed wells. All wells were sampled in 1989 and 1990 for analysis of ground water for inorganic constituents, trace elements, volatile organic compounds, and nutrients. Four wells also were sampled for analysis for base/neutral- and acid-extractable compounds and pesticides, and soil gas from the unsaturated zone at eight sites was analyzed for volatile organic compounds. Concentrations of dissolved solids and sulfate in the study area were consistently above the U.S. Environmental Protection Agency's secondary drinking-water regulations. The areal distribution of sulfate differed from that of the volatile organic compounds. Concentrations of trace elements were not elevated downgradient from the source. The estimated average velocity of contaminant movement is 0.1 to 1.1 feet per day. The major organic contaminants identified in the study area are trichloroethylene, tetrachloroethylene, and 1,1,1-trichloroethane. Trichloroethylene was detected in wells upgradient from the wastewater- treatment site. Tetrachloroethylene and 1,1,1-trichloroethane might originate at tanks in the basement of building 95 rather than at the adjacent wastewater-treatment system. The pre- dominant gas-phase contaminant, 1,1,1- trichloroethane, was detected at a maximum con- centration of 15.7 micrograms per liter. Both trichoroethylene and tetrachloroethylene were detected in concentrations greater than 0.10 micrograms per liter in five of the eight soil- gas samples, indicating that volatilization and diffusion through the unsaturated zone could be a significant mechanism of contaminant loss from the aquifer.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri924122","usgsCitation":"Sargent, B., and Storck, D.A., 1994, Contamination of shallow ground water in the area of building 95, Picatinny Arsenal, New Jersey, 1985-90: U.S. Geological Survey Water-Resources Investigations Report 92-4122, vi, 72 p., https://doi.org/10.3133/wri924122.","productDescription":"vi, 72 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology 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P.","contributorId":61827,"corporation":false,"usgs":true,"family":"Sargent","given":"B. P.","affiliations":[],"preferred":false,"id":201679,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Storck, D. A.","contributorId":59468,"corporation":false,"usgs":true,"family":"Storck","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201678,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19733,"text":"ofr94331 - 1994 - Bibliography of selected water-resources information for the Arkansas River basin in Colorado through 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:07:47","indexId":"ofr94331","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"94-331","title":"Bibliography of selected water-resources information for the Arkansas River basin in Colorado through 1985","docAbstract":"The Arkansas River basin composes most of southeastern Colorado, and the numerous population centers and vast areas of agricultural development are located primarily in the semiarid part of the basin east of the Continental Divide.  Because effective management and development of water resources in this semiarid area are essential to the viability of the basin, many hydrologic data- collection programs and investigations have been done. This report contains a bibliography of selected water-resources information about the basin, including regularly published information and special investigations, from Federal, State, and other organizations. To aid the reader, the infor- mation is indexed by author, subject, county, and hydrologic unit (drainage basin).","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nU.S.G.S. Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr94331","usgsCitation":"Kuzmiak, J.M., and Strickland, H.H., 1994, Bibliography of selected water-resources information for the Arkansas River basin in Colorado through 1985: U.S. Geological Survey Open-File Report 94-331, 266 p, https://doi.org/10.3133/ofr94331.","productDescription":"266 p","costCenters":[],"links":[{"id":154013,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0331/report-thumb.jpg"},{"id":49207,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0331/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a3be4b07f02db61ee72","contributors":{"authors":[{"text":"Kuzmiak, John M. jkuzmiak@usgs.gov","contributorId":2564,"corporation":false,"usgs":true,"family":"Kuzmiak","given":"John","email":"jkuzmiak@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":181412,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Strickland, Hyla H.","contributorId":42988,"corporation":false,"usgs":true,"family":"Strickland","given":"Hyla","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":181413,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19024,"text":"ofr94379 - 1994 - Water-quality data for selected North Carolina streams and reservoirs in the Triangle Area Water Supply Monitoring Project, 1988-92","interactions":[],"lastModifiedDate":"2017-01-04T11:14:52","indexId":"ofr94379","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"94-379","title":"Water-quality data for selected North Carolina streams and reservoirs in the Triangle Area Water Supply Monitoring Project, 1988-92","docAbstract":"The Triangle Area Water Supply Monitoring Project was developed to assess regional water-quality characteristics in drinking-water supplies and to provide a basis for determining trends in water quality for the Research Triangle area, which is one of the fastest growing areas in North Carolina. The study area is in the upper Neuse River Basin and the upper Cape Fear River Basin in the north-central Piedmont Province of the State.\r\n\r\nHydrologic data were collected at 21 reservoir sites and 30 stream sites from October 1988 through September 1992 to define water-quality characteristics. The data collected at these sites include streamflow data and approximately 275 physical properties and chemical characteristics of surface water.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr94379","usgsCitation":"Garrett, R.G., Taylor, J.E., and Middleton, T.L., 1994, Water-quality data for selected North Carolina streams and reservoirs in the Triangle Area Water Supply Monitoring Project, 1988-92: U.S. Geological Survey Open-File Report 94-379, vi, 255 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr94379.","productDescription":"vi, 255 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":151444,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0379/report-thumb.jpg"},{"id":48434,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0379/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Triangle Area Water Supply Monitoring Project 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Ronald G.","contributorId":34947,"corporation":false,"usgs":true,"family":"Garrett","given":"Ronald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":180170,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Taylor, John E.","contributorId":67540,"corporation":false,"usgs":true,"family":"Taylor","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":180171,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Middleton, Terry L.","contributorId":28999,"corporation":false,"usgs":true,"family":"Middleton","given":"Terry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":180169,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":21243,"text":"ofr94363 - 1994 - Proceedings of a U.S. Geological Survey pressure-sensor Workshop, Denver, Colorado, July 28-31, 1992","interactions":[],"lastModifiedDate":"2012-02-02T00:07:48","indexId":"ofr94363","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"94-363","title":"Proceedings of a U.S. Geological Survey pressure-sensor Workshop, Denver, Colorado, July 28-31, 1992","docAbstract":"The U.S. Geological Survey (USGS) conducted a Pressure Sensor Workshop, oriented toward the measurement of stage in surface waters, in Denver, Colorado, July 28-31, 1992. Twenty attendees from the U.S. Geological Survey and the National Oceanic and Atmospheric Administration gave presentations concerning their experiences with the use of pressure sensors in hydrologic investigations. This report is a compilation of the abstracts of the presentations made at the workshop. Workshop participants concluded that each of the sensors evaluated by the U.S. Geological Survey has strengths and weaknesses. Personnel contemplating the use of pressure sensors discussed at this workshop should contact workshop attendees and consult with them about their experiences with those sensors. The attendees preferred to use stilling wells with float-operated water-level sensors as the primary means for monitoring water levels. However, pressure sensor systems were favored as replacements for mercury manometers and as alternatives to stilling wells at sites where stilling wells are not practical or cost effective.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr94363","usgsCitation":"Wilbourn, S.L., 1994, Proceedings of a U.S. Geological Survey pressure-sensor Workshop, Denver, Colorado, July 28-31, 1992: U.S. Geological Survey Open-File Report 94-363, vi, 55 p. :ill. ;28 cm., https://doi.org/10.3133/ofr94363.","productDescription":"vi, 55 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":153873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0363/report-thumb.jpg"},{"id":50793,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0363/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db66073a","contributors":{"authors":[{"text":"Wilbourn, Sammy L.","contributorId":55854,"corporation":false,"usgs":true,"family":"Wilbourn","given":"Sammy","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":184072,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16925,"text":"ofr94309 - 1994 - Bibliography of U.S. Geological Survey water-resources reports for Utah","interactions":[],"lastModifiedDate":"2017-08-31T13:52:41","indexId":"ofr94309","displayToPublicDate":"1995-02-01T00:00:00","publicationYear":"1994","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":"94-309","title":"Bibliography of U.S. Geological Survey water-resources reports for Utah","docAbstract":"<p>This bibliography contains a complete listing of reports prepared by personnel of the U.S. Geological Survey from 1886 through December 31, 1993, that discuss the water resources of Utah. The reports were prepared primarily by personnel of the Water Resources Division, Utah District, in cooperation with State, other Federal, and local agencies. Several reports were prepared as a part of studies directly funded by the U.S. Geological Survey, and several were prepared by contractors for the U.S. Geological Survey.</p><p>The bibliography is divided into three major parts: (1) publications of the U.S. Geological Survey; (2) publications prepared by the U.S. Geological Survey in cooperation with and published by agencies of the State of Utah; and (3) reports printed in other publications reports prepared by the U.S. Geological Survey but published by other agencies or by professional organizations. </p><p>Publications of the U.S. Geological Survey still in print may be purchased from the U.S. Geological Survey, Earth Science Information Center, Open-File Reports Section, Box 25286, MS 517, Denver Federal Center, Denver, Colorado 80225. Publications that are out of print at the time of this compilation are marked with an asterisk (*). Except for water-supply papers, most publications that are out of print and unavailable for purchase may be examined at the U.S. Geological Survey Earth Science Information Center, 2222 West 2300 South, 2nd Floor, Salt Lake City, Utah 84119.</p><p>Reports published by the Utah Department of Natural Resources, Divisions of Water Rights and Water Resources, are available on request from these agencies or from the U.S. Geological Survey, Water Resources Division, Room 1016 Administration Building, 1745 West 1700 South, Salt Lake City, Utah 84104. Water-Resources Bulletins of the Utah Geological Survey may be purchased from that agency at 2363 Foothill Drive, Salt Lake City, Utah 84109-1491.</p><p>Inquiries as to the availability of reports listed as \"reports printed in other publications\" must be addressed to the professional organization or agency that published them. Most of these reports are available in larger libraries, such as the library of the University of Utah.</p><p>Most open-file reports are available for inspection at the U.S. Geological Survey, Water Resources Division, Room 1016 Administration Building, 1745 West 1700 South, Salt Lake City, Utah 84104. A small number of the open-file reports that have been duplicated as Utah basic- (or hydrologic-) data reports are free on request. </p><p>An index is included in this bibliography for ease of reference. Water-supply papers on the quantity and quality of ground and surface water in Utah that were published in a series are not listed separately in the index but are presented in tables 1 to 4.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr94309","usgsCitation":"1994, Bibliography of U.S. Geological Survey water-resources reports for Utah: U.S. Geological Survey Open-File Report 94-309, iv, 74 p., https://doi.org/10.3133/ofr94309.","productDescription":"iv, 74 p.","numberOfPages":"77","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":46037,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0309/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":149567,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0309/report-thumb.jpg"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db6297fb","contributors":{"compilers":[{"text":"Hardy, Ellen E.","contributorId":79122,"corporation":false,"usgs":true,"family":"Hardy","given":"Ellen","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":709177,"contributorType":{"id":3,"text":"Compilers"},"rank":1},{"text":"Dragos, Stefanie L.","contributorId":107301,"corporation":false,"usgs":true,"family":"Dragos","given":"Stefanie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":709178,"contributorType":{"id":3,"text":"Compilers"},"rank":2}]}}
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