{"pageNumber":"1784","pageRowStart":"44575","pageSize":"25","recordCount":68937,"records":[{"id":26783,"text":"wri904081 - 1991 - Hydrogeology and simulation of ground-water flow in the Rochester area, southeastern Minnesota, 1987-88","interactions":[],"lastModifiedDate":"2016-05-06T12:00:06","indexId":"wri904081","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4081","title":"Hydrogeology and simulation of ground-water flow in the Rochester area, southeastern Minnesota, 1987-88","docAbstract":"<p>Ground-water flow in the St. Peter-Prairie du Chien-Jordan aquifer was studied in a 700 square-mile area surrounding Rochester, Minnesota. The aquifer consisting of sandstone, limestone, and dolomite is locally confined by the Decorah-Platteville-Glenwood sequence of shales and limestones. Regional flow in the aquifer is from a ground-water divide on the western, southern, and eastern sides of the city toward various rivers. A 140-square-mile area of the aquifer is a source of water supply for the Rochester area.</p>\n<p>A cone of depression in the potentiometric surface of the aquifer throughout most of the year is centered around high-capacity (greater than about 200 gallons per minute) wells in downtown Rochester. The cone covered an area of about 2.3 square miles in August 1988.</p>\n<p>Most streams in the area gain water from the ground-water system. One reach of the South Fork Zumbro River, however, loses water to the system. This loss is probably caused by the pumping of nearby high-capacity wells.</p>\n<p>A ground-water-flow model was used to simulate the effects of an extended drought near Rochester. Conclusions based on the simulations are that (1) reduced recharge and increased pumping, conditions that could exist during a 3-year drought, would probably lower water levels 5 to 10 feet regionally and more than 30 feet in the city; (2) pumping of six additional municipal wells on the perimeter of the city would lower regional water levels about 1 to 5 feet; and (3) that water levels would recover 1 to 18 feet if pumping from six municipal wells in downtown Rochester were discontinued.</p>\n<p>The area encompasses five recharge zones that can be delineated on the basis of recharge rate. About 54 percent of recharge to the aquifer in the area contributing water to Rochester is from a zone along the edge of the Decorah-Platteville-Glenwood confining unit. About 10 percent of recharge in this contributing area is to the sewered area of Rochester.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri904081","collaboration":"Prepared in cooperation with the City of Rochester, Minnesota","usgsCitation":"Delin, G., 1991, Hydrogeology and simulation of ground-water flow in the Rochester area, southeastern Minnesota, 1987-88: U.S. Geological Survey Water-Resources Investigations Report 90-4081, vi, 102 p., https://doi.org/10.3133/wri904081.","productDescription":"vi, 102 p.","numberOfPages":"108","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":119097,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4081/report-thumb.jpg"},{"id":55668,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.666667,\n              44.166667\n            ],\n            [\n              -92.125,\n              44.166667\n            ],\n            [\n              -92.125,\n              43.85\n            ],\n            [\n              -92.43,\n              43.85\n            ],\n            [\n              -92.43,\n              43.83\n            ],\n            [\n              -92.69,\n              43.83\n            ],\n            [\n              -92.69,\n              43.85\n            ],\n            [\n              -92.666667,\n              43.85\n            ],\n            [\n              -92.666667,\n              44.166667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db625298","contributors":{"authors":[{"text":"Delin, G. N.","contributorId":12834,"corporation":false,"usgs":true,"family":"Delin","given":"G. N.","affiliations":[],"preferred":false,"id":196994,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27440,"text":"wri904138 - 1991 - Gulf Coast Regional Aquifer-System Analysis — A Kentucky perspective","interactions":[],"lastModifiedDate":"2022-01-19T22:43:37.042037","indexId":"wri904138","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4138","title":"Gulf Coast Regional Aquifer-System Analysis — A Kentucky perspective","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904138","usgsCitation":"Grubb, H.F., and Arthur, J.K., 1991, Gulf Coast Regional Aquifer-System Analysis — A Kentucky perspective: U.S. Geological Survey Water-Resources Investigations Report 90-4138, v, 28 p., https://doi.org/10.3133/wri904138.","productDescription":"v, 28 p.","costCenters":[],"links":[{"id":394549,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47395.htm"},{"id":56301,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4138/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118712,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4138/report-thumb.jpg"}],"country":"United 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,{"id":26682,"text":"wri894025 - 1991 - Geohydrology of rocks penetrated by test well USW H-6, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri894025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"89-4025","title":"Geohydrology of rocks penetrated by test well USW H-6, Yucca Mountain, Nye County, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894025","usgsCitation":"Craig, R.W., and Reed, R., 1991, Geohydrology of rocks penetrated by test well USW H-6, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 89-4025, v, 40 p. :ill., map ;28 cm., https://doi.org/10.3133/wri894025.","productDescription":"v, 40 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121932,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4025/report-thumb.jpg"},{"id":55547,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a5b","contributors":{"authors":[{"text":"Craig, R. W.","contributorId":40984,"corporation":false,"usgs":true,"family":"Craig","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196823,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, R.L.","contributorId":20332,"corporation":false,"usgs":true,"family":"Reed","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":196822,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28163,"text":"wri914055 - 1991 - Calibration, verification, and use of a steady-state stream water-quality model for Monument and Fountain creeks, east-central Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri914055","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"91-4055","title":"Calibration, verification, and use of a steady-state stream water-quality model for Monument and Fountain creeks, east-central Colorado","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri914055","usgsCitation":"Kuhn, G., 1991, Calibration, verification, and use of a steady-state stream water-quality model for Monument and Fountain creeks, east-central Colorado: U.S. Geological Survey Water-Resources Investigations Report 91-4055, vii, 149 p. :ill. ;28 cm., https://doi.org/10.3133/wri914055.","productDescription":"vii, 149 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119732,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4055/report-thumb.jpg"},{"id":56997,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9520","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199319,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27139,"text":"wri874102 - 1991 - Geohydrology and potential effects of coal mining in 12 coal-lease areas, Powder River structural basin, northeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri874102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"87-4102","title":"Geohydrology and potential effects of coal mining in 12 coal-lease areas, Powder River structural basin, northeastern Wyoming","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri874102","usgsCitation":"Fogg, J., Martin, M., and Daddow, P., 1991, Geohydrology and potential effects of coal mining in 12 coal-lease areas, Powder River structural basin, northeastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 87-4102, iv, 49 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri874102.","productDescription":"iv, 49 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":118705,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4102/report-thumb.jpg"},{"id":56013,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4102/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56014,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4102/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56015,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4102/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56016,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4102/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cdf","contributors":{"authors":[{"text":"Fogg, J.L.","contributorId":55476,"corporation":false,"usgs":true,"family":"Fogg","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":197623,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, M.W.","contributorId":76785,"corporation":false,"usgs":true,"family":"Martin","given":"M.W.","email":"","affiliations":[],"preferred":false,"id":197624,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Daddow, P. B.","contributorId":26700,"corporation":false,"usgs":true,"family":"Daddow","given":"P. B.","affiliations":[],"preferred":false,"id":197622,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28537,"text":"wri894106 - 1991 - Techniques for computing discharge at four Navigation Dams on the Illinois and Des Plaines Rivers in Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri894106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"89-4106","title":"Techniques for computing discharge at four Navigation Dams on the Illinois and Des Plaines Rivers in Illinois","docAbstract":"Techniques for computing discharge are developed for Brandon Road Dam on the Des Plaines River and for Dresden Island, Marseilles, and Starved Rock Dams on the Illinois River. At Brandon Road Dam, streamflow is regulated by the operation of Tainter gates and headgates. At Dresden Island, Marseilles, and Starved Rock Dams, only Tainter gates are operated to regulate streamflow. The locks at all dams are equipped with culvert valves that are used to fill and empty the lock. The techniques facilitate determination of discharge at locations along the upper Illinois Waterway where no streamflow-gaging stations exist. The techniques are also useful for computing low flows when the water-surface slope between control structures on the river approaches zero and traditional methods of determining discharge based on slope are unsatisfactory.\r\nTwo techniques can be used to compute discharge at the dams--gate ratings and tailwater ratings . A gate ratingdescribes the relation between discharge, gate opening, tailwater stage, and headwater stage. A tailwater rating describes the relation between tailwater stage and discharge.\r\n\r\nGate ratings for Tainter gates at Dresden Island, Marseilles, and Starved Rock Dams are based on a total of 78 measurements of discharge that range from 569 to 86,400 cubic feet per second. Flood hydrographs developed from the gate ratings and Lockmaster records of gate opening and stage compare closely with streamflow records published for nearby streamflow-gaging stations. Additional measurements are needed to verify gate ratings for Tainter gates and headgates at Brandon Road Dam after the dam rehabilitation is completed. Extensive leakage past deteriorated headgates and sluice gates contributed to uncertainty in the ratings developed for this dam.\r\n\r\nA useful tailwater rating is developed for Marseilles Dam. Tailwater ratings for Dresden Island Dam and Starved Rock Dam are of limited use because of varying downstream channel-storage conditions. A tailwater rating could not be developed for Brandon Road Dam because its tailwater pool is substantially affected by the headwater pool of Dresden Island Dam.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894106","usgsCitation":"Mades, D.M., Weiss, L.S., and Gray, J.R., 1991, Techniques for computing discharge at four Navigation Dams on the Illinois and Des Plaines Rivers in Illinois: U.S. Geological Survey Water-Resources Investigations Report 89-4106, vi, 58 p. :ill. ;28 cm., https://doi.org/10.3133/wri894106.","productDescription":"vi, 58 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2336,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=89-4106","linkFileType":{"id":5,"text":"html"}},{"id":159073,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4106/report-thumb.jpg"},{"id":57350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db69998d","contributors":{"authors":[{"text":"Mades, Dean M.","contributorId":102888,"corporation":false,"usgs":true,"family":"Mades","given":"Dean","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199985,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weiss, Linda S. lsweiss@usgs.gov","contributorId":2955,"corporation":false,"usgs":true,"family":"Weiss","given":"Linda","email":"lsweiss@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":199984,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gray, John R. 0000-0002-8817-3701 jrgray@usgs.gov","orcid":"https://orcid.org/0000-0002-8817-3701","contributorId":1158,"corporation":false,"usgs":true,"family":"Gray","given":"John","email":"jrgray@usgs.gov","middleInitial":"R.","affiliations":[{"id":5058,"text":"Office of the Chief Scientist for Water","active":true,"usgs":true}],"preferred":true,"id":199983,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27715,"text":"wri914090 - 1991 - Considerations related to drilling methods in planning and performing borehole-geophysical logging for ground-water studies","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri914090","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"91-4090","title":"Considerations related to drilling methods in planning and performing borehole-geophysical logging for ground-water studies","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri914090","usgsCitation":"Hodges, R., and Teasdale, W., 1991, Considerations related to drilling methods in planning and performing borehole-geophysical logging for ground-water studies: U.S. Geological Survey Water-Resources Investigations Report 91-4090, iii, 17 p. ;28 cm., https://doi.org/10.3133/wri914090.","productDescription":"iii, 17 p. ;28 cm.","costCenters":[],"links":[{"id":121805,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4090/report-thumb.jpg"},{"id":56559,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2eef","contributors":{"authors":[{"text":"Hodges, R.E.","contributorId":45350,"corporation":false,"usgs":true,"family":"Hodges","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":198578,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Teasdale, W.E.","contributorId":50177,"corporation":false,"usgs":true,"family":"Teasdale","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":198579,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28172,"text":"wri914014 - 1991 - Concentration and transport of polychlorinated biphenyls in the Housatonic River between Great Barrington, Massachusetts and Kent, Connecticut, 1984-88","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri914014","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"91-4014","title":"Concentration and transport of polychlorinated biphenyls in the Housatonic River between Great Barrington, Massachusetts and Kent, Connecticut, 1984-88","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Services Section [distributor],","doi":"10.3133/wri914014","usgsCitation":"Kulp, K., 1991, Concentration and transport of polychlorinated biphenyls in the Housatonic River between Great Barrington, Massachusetts and Kent, Connecticut, 1984-88: U.S. Geological Survey Water-Resources Investigations Report 91-4014, iii, 12 p. :ill., map ;28 cm., https://doi.org/10.3133/wri914014.","productDescription":"iii, 12 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123232,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4014/report-thumb.jpg"},{"id":57005,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4014/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a61aa","contributors":{"authors":[{"text":"Kulp, K.P.","contributorId":49791,"corporation":false,"usgs":true,"family":"Kulp","given":"K.P.","email":"","affiliations":[],"preferred":false,"id":199331,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27709,"text":"wri894137 - 1991 - Relation of fracture systems to transmissivity of coal and overburden aquifers in Preston County, West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri894137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"89-4137","title":"Relation of fracture systems to transmissivity of coal and overburden aquifers in Preston County, West Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894137","usgsCitation":"Hobba, W., 1991, Relation of fracture systems to transmissivity of coal and overburden aquifers in Preston County, West Virginia: U.S. Geological Survey Water-Resources Investigations Report 89-4137, iv, 24 p. :ill. ;28 cm., https://doi.org/10.3133/wri894137.","productDescription":"iv, 24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158518,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4137/report-thumb.jpg"},{"id":56555,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4137/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db634c18","contributors":{"authors":[{"text":"Hobba, W.A. Jr.","contributorId":77518,"corporation":false,"usgs":true,"family":"Hobba","given":"W.A.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":198571,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27706,"text":"wri914171 - 1991 - Flood hazards of distributary-flow areas in southwestern Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri914171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"91-4171","title":"Flood hazards of distributary-flow areas in southwestern Arizona","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri914171","usgsCitation":"Hjalmarson, H., and Kemna, S., 1991, Flood hazards of distributary-flow areas in southwestern Arizona: U.S. Geological Survey Water-Resources Investigations Report 91-4171, x, 58 p. :ill. ;28 cm., https://doi.org/10.3133/wri914171.","productDescription":"x, 58 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":120174,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4171/report-thumb.jpg"},{"id":56552,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4171/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef177","contributors":{"authors":[{"text":"Hjalmarson, H. W.","contributorId":95872,"corporation":false,"usgs":true,"family":"Hjalmarson","given":"H. W.","affiliations":[],"preferred":false,"id":198567,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kemna, S.P.","contributorId":95921,"corporation":false,"usgs":true,"family":"Kemna","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":198568,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26700,"text":"wri894192 - 1991 - Evaluation of the Bidahochi and San Andres-Glorieta aquifers on parts of the Zuni Indian reservation, McKinley and Cibola Counties, New Mexico","interactions":[],"lastModifiedDate":"2023-03-07T21:40:33.777602","indexId":"wri894192","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"89-4192","title":"Evaluation of the Bidahochi and San Andres-Glorieta aquifers on parts of the Zuni Indian reservation, McKinley and Cibola Counties, New Mexico","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894192","usgsCitation":"Crouch, T.M., 1991, Evaluation of the Bidahochi and San Andres-Glorieta aquifers on parts of the Zuni Indian reservation, McKinley and Cibola Counties, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 89-4192, vi, 48 p., https://doi.org/10.3133/wri894192.","productDescription":"vi, 48 p.","costCenters":[],"links":[{"id":413792,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47271.htm","linkFileType":{"id":5,"text":"html"}},{"id":55571,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4192/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119070,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4192/report-thumb.jpg"}],"country":"United States","state":"New Mexico","county":"Cibola County, McKinley County","otherGeospatial":"Bidahochi and San Andres-Glorieta aquifers","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -109.05,\n              35.1667\n            ],\n            [\n              -109.05,\n              34.85\n            ],\n            [\n              -108.25,\n              34.85\n            ],\n            [\n              -108.25,\n              35.1667\n            ],\n            [\n              -109.05,\n              35.1667\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faa80","contributors":{"authors":[{"text":"Crouch, T. M.","contributorId":106163,"corporation":false,"usgs":true,"family":"Crouch","given":"T.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196850,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27504,"text":"wri914011 - 1991 - Effects of septic-tank effluent on ground-water quality in northern Williamson County and southern Davidson County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri914011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"91-4011","title":"Effects of septic-tank effluent on ground-water quality in northern Williamson County and southern Davidson County, Tennessee","docAbstract":"An investigation of the potential contamination of ground water from septic tank systems blasted in bedrock in Williamson and Davidson Counties, Tennessee, was conducted during 1988-89. Water samples were collected from domestic and observation wells, springs, and surface-water sites in a residential subdivision in the northern part of Williamson County near Nashville. The subdivision has a high density of septic-tank field lines installed into blasted bedrock Water samples also were collected from a well located in an area of Davidson County where field lines were installed in 5 feet of soil. Samples were analyzed for major inorganic constituents, nutrients, total organic carbon, optical brighteners, and bacteria. Although results of analyses of water samples from wells indicate no effect of septic-tank effluent on ground-water quality at these sites, water from two springs located downgradient from the subdivision had slightly larger concentrations of nitrite plus nitrate (2.2 and 2.7 milligrams per liter N), and much larger concentrations of fecal coliform and fecal streptococci bacteria (2,000 to 3,200 and 700 to 900 colonies per 100 milliliters of sample, respectively), than other wells and springs sampled during 1988. Water from one of these springs contained optical brighteners, which indicates that septic-tank effluent is affecting ground-water quality.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri914011","usgsCitation":"Hanchar, D., 1991, Effects of septic-tank effluent on ground-water quality in northern Williamson County and southern Davidson County, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 91-4011, iv, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri914011.","productDescription":"iv, 15 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2143,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri914011/","linkFileType":{"id":5,"text":"html"}},{"id":124007,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_91_4011.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684893","contributors":{"authors":[{"text":"Hanchar, D. W.","contributorId":87986,"corporation":false,"usgs":true,"family":"Hanchar","given":"D. W.","affiliations":[],"preferred":false,"id":198226,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27506,"text":"wri904064 - 1991 - Reconnaissance of the occurrence of agricultural chemicals in ground water in Haywood, Lake, Obion and Shelby Counties, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri904064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4064","title":"Reconnaissance of the occurrence of agricultural chemicals in ground water in Haywood, Lake, Obion and Shelby Counties, Tennessee","docAbstract":"Data on the occurrence of agricultural chemicals in ground wafer in Tennessee are sparse. The surficial alluvial aquifer is an important source of domestic water supply in West Tennessee, and potentially is subject fo contamination from the application of agricultural chemicals in the area. Nineteen shallow wells completed in the alluvial aquifers in areas of high density agricultural use were sampled in the winter and again in the summer of 1988 to ascertain the occurrence of agricultural chemical in ground water. Although no triazine herbicides or organophosphorus insecticides were detected in any of the wells sampled, elevated nitrite plus nitrate (as nitrogen) concentrations were detected. Results from the winter sampling period indicate a range of nitrite plus nitrate (as nitrogen) concentrations of less than 0.1 to 7.8 milligrams per liter with a median concentration of 2.6 milligrams per liter. Results from the summer sampling period indicate a range of nitrite plus nitrate (as nitrogen) concentrations of less than 0.1 to 8.9 milligrams per liter, median, 2.5 milligrams per liter. The highest concentrations occurred in the shallowest wells, and, in one instance, in a shallow well near a heavily irrigated field.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904064","usgsCitation":"Hanchar, D., 1991, Reconnaissance of the occurrence of agricultural chemicals in ground water in Haywood, Lake, Obion and Shelby Counties, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 90-4064, iv, 28 p. :ill. ;28 cm., https://doi.org/10.3133/wri904064.","productDescription":"iv, 28 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2145,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri904064/","linkFileType":{"id":5,"text":"html"}},{"id":158931,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db636ab7","contributors":{"authors":[{"text":"Hanchar, D. W.","contributorId":87986,"corporation":false,"usgs":true,"family":"Hanchar","given":"D. W.","affiliations":[],"preferred":false,"id":198228,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26704,"text":"wri904199 - 1991 - Results of a reconnaissance bridge-scour study at selected sites in Oregon using surface-geophysical methods, 1989","interactions":[],"lastModifiedDate":"2017-02-07T08:25:14","indexId":"wri904199","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4199","title":"Results of a reconnaissance bridge-scour study at selected sites in Oregon using surface-geophysical methods, 1989","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904199","usgsCitation":"Crumrine, M., 1991, Results of a reconnaissance bridge-scour study at selected sites in Oregon using surface-geophysical methods, 1989: U.S. Geological Survey Water-Resources Investigations Report 90-4199, vi, 44 p. :ill. ;28 cm., https://doi.org/10.3133/wri904199.","productDescription":"vi, 44 p. :ill. ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":158363,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4199/report-thumb.jpg"},{"id":55575,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4199/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67ab3a","contributors":{"authors":[{"text":"Crumrine, M. D.","contributorId":58674,"corporation":false,"usgs":true,"family":"Crumrine","given":"M. D.","affiliations":[],"preferred":false,"id":196855,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27689,"text":"wri904127 - 1991 - Effects of land-management practices on sediment yields in northeastern Guilford County, North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T10:25:31","indexId":"wri904127","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4127","title":"Effects of land-management practices on sediment yields in northeastern Guilford County, North Carolina","docAbstract":"Streamflow, precipitation, and suspended-sediment data were collected from two small agricultural basins in the Piedmont province of North Carolina. The data were used to determine the effects of land-management practices on sediment yield. One basin of 7.4 acres represents best land-management practices with strip cropping, crop rotation, contour farming, and grassed waterways. The other basin of 4.8 acres represents standard land-management practices with down-slope row orientation, unmaintained grassed waterways, and without crop rotation.\r\n\r\nData collected during the 1985-87 water years were used to develop regression equations to describe the relation between suspended-sediment discharge and water discharge. Data sets consisting of suspended-sediment concentrations and corresponding instantaneous water-discharge data were developed. There were two data sets from each basin, one representing data collected during the growing season, May through September, and the other representing data collected during the nongrowing season, October through April.\r\n\r\nFour regression equations were developed, one for each data set, and were tested for goodness-of-fit by use of graphical analysis, influence diagnostics, significance tests, and residuals analysis. Following acceptance of the four equations, the slope of each individual line was tested to determine if season was a significant variable. Seasonally, the average sediment yields (2.7 tons per acre) from the basin having best land-management practices were only about one-seventh of those (20 tons per acre) from the basin having standard land-management practices.\r\n\r\nComparison of annual sediment yields in the agricultural basins against the yield from a nearby forested basin, which represents a nearly undisturbed basin, indicates a 10- to 100-fold increase in sediment yields from the study basins. The forested basin sediment yield was 0.1 ton per acre in the 1987 water year.\r\n\r\nSheet erosion, which represents soil moving from high areas to low areas in a basin but not necessarily reaching a stream, is also influenced by land-management practices. This type of erosion was estimated to be 3.6 tons per acre per year for the basin with best land-management practices and 45 tons per acre per year for the basin with standard land-management practices.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri904127","usgsCitation":"Hill, C., 1991, Effects of land-management practices on sediment yields in northeastern Guilford County, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 90-4127, v, 40 p. :ill. ;28 cm., https://doi.org/10.3133/wri904127.","productDescription":"v, 40 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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