{"pageNumber":"1700","pageRowStart":"42475","pageSize":"25","recordCount":68937,"records":[{"id":25573,"text":"wri934114 - 1993 - Hydrogeology and land subsidence, Edwards Air Force Base, Antelope Valley, California, January 1989-December 1991","interactions":[],"lastModifiedDate":"2023-03-14T18:18:38.798728","indexId":"wri934114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4114","title":"Hydrogeology and land subsidence, Edwards Air Force Base, Antelope Valley, California, January 1989-December 1991","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934114","usgsCitation":"Londquist, C., Rewis, D., Galloway, D., and McCaffrey, W.F., 1993, Hydrogeology and land subsidence, Edwards Air Force Base, Antelope Valley, California, January 1989-December 1991: U.S. Geological Survey Water-Resources Investigations Report 93-4114, vi, 74 p., https://doi.org/10.3133/wri934114.","productDescription":"vi, 74 p.","costCenters":[{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":54292,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121657,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4114/report-thumb.jpg"},{"id":414111,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47828.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","otherGeospatial":"Edwards Air Force Base","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.975,\n              34.8083\n            ],\n            [\n              -117.8833,\n              34.8083\n            ],\n            [\n              -117.8833,\n              34.8936\n            ],\n            [\n              -117.975,\n              34.8936\n            ],\n            [\n              -117.975,\n              34.8083\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62558a","contributors":{"authors":[{"text":"Londquist, C.J.","contributorId":86796,"corporation":false,"usgs":true,"family":"Londquist","given":"C.J.","affiliations":[],"preferred":false,"id":194249,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rewis, D. L.","contributorId":81514,"corporation":false,"usgs":true,"family":"Rewis","given":"D. L.","affiliations":[],"preferred":false,"id":194248,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Galloway, D. L. 0000-0003-0904-5355","orcid":"https://orcid.org/0000-0003-0904-5355","contributorId":31383,"corporation":false,"usgs":true,"family":"Galloway","given":"D. L.","affiliations":[{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true}],"preferred":false,"id":194247,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"McCaffrey, W. F.","contributorId":18001,"corporation":false,"usgs":true,"family":"McCaffrey","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":194246,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26940,"text":"wri924136 - 1993 - Preliminary evaluation of water-quality conditions of Johnson Creek, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T08:29:31","indexId":"wri924136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4136","title":"Preliminary evaluation of water-quality conditions of Johnson Creek, Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri924136","usgsCitation":"Edwards, T., and Curtiss, D.A., 1993, Preliminary evaluation of water-quality conditions of Johnson Creek, Oregon: U.S. Geological Survey Water-Resources Investigations Report 92-4136, iv, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924136.","productDescription":"iv, 15 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":158240,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4136/report-thumb.jpg"},{"id":55831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4136/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3b2","contributors":{"authors":[{"text":"Edwards, T.K.","contributorId":99995,"corporation":false,"usgs":true,"family":"Edwards","given":"T.K.","affiliations":[],"preferred":false,"id":197283,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Curtiss, D. A.","contributorId":27862,"corporation":false,"usgs":true,"family":"Curtiss","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197282,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26292,"text":"wri924132 - 1993 - Glacier runoff and sediment transport and deposition, Eklutna Lake basin, Alaska","interactions":[],"lastModifiedDate":"2023-01-11T20:35:00.34308","indexId":"wri924132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4132","title":"Glacier runoff and sediment transport and deposition, Eklutna Lake basin, Alaska","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924132","usgsCitation":"Brabets, T.P., 1993, Glacier runoff and sediment transport and deposition, Eklutna Lake basin, Alaska: U.S. Geological Survey Water-Resources Investigations Report 92-4132, Report: v, 47 p.; 1 Plate: 28.00 x 28.29 inches, https://doi.org/10.3133/wri924132.","productDescription":"Report: v, 47 p.; 1 Plate: 28.00 x 28.29 inches","costCenters":[],"links":[{"id":55099,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4132/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55098,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4132/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122531,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4132/report-thumb.jpg"},{"id":411737,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47685.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Alaska","otherGeospatial":"Ekutna Lake basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -149.15460819862795,\n              61.41239219351124\n            ],\n            [\n              -149.15460819862795,\n              61.33419948659963\n            ],\n            [\n              -148.98324059703114,\n              61.33419948659963\n            ],\n            [\n              -148.98324059703114,\n              61.41239219351124\n            ],\n            [\n              -149.15460819862795,\n              61.41239219351124\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679bc1","contributors":{"authors":[{"text":"Brabets, T. P.","contributorId":103289,"corporation":false,"usgs":true,"family":"Brabets","given":"T.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":196128,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26286,"text":"wri934079 - 1993 - Retention time simulation for Bushy Park Reservoir near Charleston, South Carolina","interactions":[],"lastModifiedDate":"2017-01-25T14:11:18","indexId":"wri934079","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4079","title":"Retention time simulation for Bushy Park Reservoir near Charleston, South Carolina","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri934079","usgsCitation":"Bower, D., Sanders, C., and Conrads, P., 1993, Retention time simulation for Bushy Park Reservoir near Charleston, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 93-4079, iv, 47 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934079.","productDescription":"iv, 47 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":55094,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4079/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157582,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4079/report-thumb.jpg"}],"country":"United States","state":"South Carolina","city":"Charleston","otherGeospatial":"Bushy Park Reservoir","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.22079467773438,\n              32.75840715084112\n            ],\n            [\n              -80.22079467773438,\n              33.39131947587412\n            ],\n            [\n              -79.74288940429688,\n              33.39131947587412\n            ],\n            [\n              -79.74288940429688,\n              32.75840715084112\n            ],\n            [\n              -80.22079467773438,\n              32.75840715084112\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6043c2","contributors":{"authors":[{"text":"Bower, D.E.","contributorId":99592,"corporation":false,"usgs":true,"family":"Bower","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":196117,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sanders, C.L. Jr.","contributorId":57496,"corporation":false,"usgs":true,"family":"Sanders","given":"C.L.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":196116,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Conrads, P.A.","contributorId":57493,"corporation":false,"usgs":true,"family":"Conrads","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":196115,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25584,"text":"wri934047 - 1993 - Hydrogeology, simulated ground-water flow, and ground-water quality, Wright-Patterson Air Force Base, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri934047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4047","title":"Hydrogeology, simulated ground-water flow, and ground-water quality, Wright-Patterson Air Force Base, Ohio","docAbstract":"Ground water is the primary source of water in the Wright-Patterson Air Force Base area. The aquifer consists of glacial sands and gravels that fill a buried bedrock-valley system. Consolidated rocks in the area consist of poorly permeable Ordovician shale of the Richmondian stage, in the upland areas, the Brassfield Limestone of Silurian age. The valleys are filled with glacial sediments of Wisconsinan age consisting of clay-rich tills and coarse-grained outwash deposits. Estimates of hydraulic conductivity of the shales based on results of displacement/recovery tests range from 0.0016 to 12 feet per day; estimates for the glacial sediments range from less than 1 foot per day to more than 1,000 feet per day.\r\n\r\nGround water flow from the uplands towards the valleys and the major rivers in the region, the Great Miami and the Mad Rivers. Hydraulic-head data indicate that ground water flows between the bedrock and unconsolidated deposits. Data from a gain/loss study of the Mad River System and hydrographs from nearby wells reveal that the reach of the river next to Wright-Patterson Air Force Base is a ground-water discharge area.\r\n\r\nA steady-state, three-dimensional ground-water-flow model was developed to simulate ground-water flow in the region. The model contains three layers and encompasses about 100 square miles centered on Wright-Patterson Air Force Base. Ground water enters the modeled area primarily by river leakage and underflow at the model boundary. Ground water exits the modeled area primarily by flow through the valleys at the model boundaries and through production wells. A model sensitivity analysis involving systematic changes in values of hydrologic parameters in the model indicates that the model is most sensitive to decreases in riverbed conductance and vertical conductance between the upper two layers. The analysis also indicates that the contribution of water to the buried-valley aquifer from the bedrock that forms the valley walls is about 2 to 4 percent of the total ground-water flow in the study area.\r\n\r\nGround waters in the vicinity of Wright-Patterson Air Force Base can be classified into two compositional groups on the basis of their chemical composition: calcium magnesium bicarbonate-type and sodium chloride-type waters. Calcium magnesium bicarbonate-type waters are found in the glacial deposits and the Brassfield Limestone, whereas the sodium chloride waters are exclusively associated with the shales. Equilibrium speciation calculations indicate that ground water of the glacial drift aquifer is in equilibrium with calcite, dolomite, and chalcedony, but is undersaturated with respect to gypsum and fluorite. Waters from the shales are slightly supersaturated with respect to calcite, dolomite, and siderite but are undersaturated with respect to chalcedony. Simple-mass balance calculations treating boron as a conservative species indicate that little (< 5 percent) or no recharge from the shales to the glacial drift aquifer takes place.\r\n\r\nData on the stable isotopes of oxygen and hydrogen indicate a meteoric origin for all ground water beneath Wright-Patterson Air Force Base, but the data were inconclusive with respect to identification of distinct isotopic differences between water collected from the glacial drift and bedrock aquifers. Tritium concentrations used to distinguish waters having a pre-and post-1953 recharge component indicate that most water entered the glacial drift aquifer after 1953. This finding indicates that recharge from shallow to deep parts (greater than 150 feet) of the aquifer takes place over time intervals of a few years or decades. However, the fact that some deep parts of the glacial aquifer did not contain measurable tritium indicates that ground-water flow from recharge zones to these parts of the aquifer takes decades or longer.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri934047","usgsCitation":"Dumouchelle, D., Schalk, C.W., Rowe, G., and De Roche, J., 1993, Hydrogeology, simulated ground-water flow, and ground-water quality, Wright-Patterson Air Force Base, Ohio: U.S. Geological Survey Water-Resources Investigations Report 93-4047, viii, 152 p. :ill. (some col.) ;28 cm., https://doi.org/10.3133/wri934047.","productDescription":"viii, 152 p. :ill. (some col.) ;28 cm.","costCenters":[],"links":[{"id":124919,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4047/report-thumb.jpg"},{"id":54318,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614a47","contributors":{"authors":[{"text":"Dumouchelle, D.H.","contributorId":83144,"corporation":false,"usgs":true,"family":"Dumouchelle","given":"D.H.","affiliations":[],"preferred":false,"id":194293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schalk, C. W.","contributorId":64286,"corporation":false,"usgs":true,"family":"Schalk","given":"C.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194291,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rowe, G.L.","contributorId":23978,"corporation":false,"usgs":true,"family":"Rowe","given":"G.L.","affiliations":[],"preferred":false,"id":194290,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"De Roche, J.T.","contributorId":66691,"corporation":false,"usgs":true,"family":"De Roche","given":"J.T.","affiliations":[],"preferred":false,"id":194292,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":54968,"text":"wdrSC921 - 1993 - Water resources data, South Carolina, water year 1992","interactions":[],"lastModifiedDate":"2025-03-14T15:24:20.476464","indexId":"wdrSC921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"SC-92-1","title":"Water resources data, South Carolina, water year 1992","docAbstract":"<p>Water Resources data for the 1992 water year for South Carolina consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and levels of ground-water wells. This volume contains records for water discharge at 126 gaging stations, stage only at 25 gaging stations, stage and contents at 12 lakes and reservoirs, water-quality at 35 gaging stations and at one observation well, and water levels at 45 observation wells. Also included are data for 80 crest-stage partial-record stations and discharge measurement information at 4 locations. Locations of these sites are shown on figures 3, 4, 5, 6, and 7. Additional water data were collected at various sites not involved in the systematic data-collection program. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in South Carolina. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrSC921","collaboration":"Prepared in cooperation with the State of South Carolina and with other agencies.","usgsCitation":"Bennett, C., Cooney, T., Jones, K., and Gissendanner, J., 1993, Water resources data, South Carolina, water year 1992: U.S. Geological Survey Water Data Report SC-92-1, xii, 480 p., https://doi.org/10.3133/wdrSC921.","productDescription":"xii, 480 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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,{"id":26332,"text":"wri924162 - 1993 - Hydrology of valley fill and potential for additional ground-water withdrawals along the north flank of the Little Rocky Mountains, Fort Belknap Indian Reservation, north-central Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri924162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4162","title":"Hydrology of valley fill and potential for additional ground-water withdrawals along the north flank of the Little Rocky Mountains, Fort Belknap Indian Reservation, north-central Montana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri924162","usgsCitation":"Briar, D., Christensen, P., and Oellermann, D., 1993, Hydrology of valley fill and potential for additional ground-water withdrawals along the north flank of the Little Rocky Mountains, Fort Belknap Indian Reservation, north-central Montana: U.S. Geological Survey Water-Resources Investigations Report 92-4162, v, 86 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri924162.","productDescription":"v, 86 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":119062,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4162/report-thumb.jpg"},{"id":55130,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4162/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55131,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4162/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55132,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4162/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdafd","contributors":{"authors":[{"text":"Briar, D.W.","contributorId":58287,"corporation":false,"usgs":true,"family":"Briar","given":"D.W.","affiliations":[],"preferred":false,"id":196197,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Christensen, P.K.","contributorId":82354,"corporation":false,"usgs":true,"family":"Christensen","given":"P.K.","email":"","affiliations":[],"preferred":false,"id":196198,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oellermann, D.J.","contributorId":54458,"corporation":false,"usgs":true,"family":"Oellermann","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":196196,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25924,"text":"wri934074 - 1993 - Effects of agricultural and residential land use on ground-water quality, Anoka Sand Plain Aquifer, east-central Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T10:15:09","indexId":"wri934074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4074","title":"Effects of agricultural and residential land use on ground-water quality, Anoka Sand Plain Aquifer, east-central Minnesota","docAbstract":"<p>Water quality in the 1,700-square-mile Anoka Sand Plain aquifer is affected by irrigated and nonirrigated agriculture and by residential land use. Concentrations of sulfate, chloride, nitrite plus nitrate nitrogen, and pesticides in ground water are related to human activities; nitrite plus nitrate nitrogen concentrations are affected more than concentrations of other chemical constituents. Of the water samples collected from 100 wells during this study, samples from 30 wells had concentrations of nitrite plus nitrate nitrogen greater than 10 mg/L (milligrams per liter), which is the limit recommended for drinking water by the Minnesota Pollution Control Agency. Analysis of 360 water samples indicated that the median concentrations of nitrite plus nitrate nitrogen for undeveloped, nonirrigated-cultivated, irrigated, and residential lands were 0.22,2.0,5.3, and 4.2 mg/L, respectively.</p>\n<p>Differences in nitrite plus nitrate nitrogen concentrations at various depths below the water table were statistically significant. Median concentrations of nitrite plus nitrate nitrogen in groundwater samples less than 10 feet, 10 to 20 feet, and more than 20 feet below the water table were 5.1 mg/L, 2.7 mg/L, and less than 0.1 mg/L, respectively.</p>\n<p>Seasonal fluctuations in nitrite plus nitrate nitrogen concentrations at many wells were as great or greater than long-term change; however, the springtime median concentration of nitrite plus nitrate nitrogen increased steadily from 1984 (4.8 mg/L) through 1987 (5.5 mg/L).</p>\n<p>Triazine herbicides were detected in 11 of 18 samples analyzed for pesticides. Concentrations of atrazine were less than the 3 (J-g/L maximum contaminant level set for atrazine by the Minnesota Department of Health and by the U.S. Environmental Protection Agency.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/wri934074","collaboration":"Prepared In cooperation with the Minnesota Department of Natural Resources, Division of Waters and the Soil and Water Conservation Districts of Anoka, Chisago, Isanti, Sherburne, and Stearns Counties","usgsCitation":"Anderson, H.W., 1993, Effects of agricultural and residential land use on ground-water quality, Anoka Sand Plain Aquifer, east-central Minnesota: U.S. Geological Survey Water-Resources Investigations Report 93-4074, vi, 62 p., https://doi.org/10.3133/wri934074.","productDescription":"vi, 62 p.","numberOfPages":"68","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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,{"id":25900,"text":"wri924108 - 1993 - Preliminary results of the simulation of Oregon coastal basins using precipitation-runoff modeling system (PRMS)","interactions":[],"lastModifiedDate":"2022-10-13T19:06:30.133491","indexId":"wri924108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4108","title":"Preliminary results of the simulation of Oregon coastal basins using precipitation-runoff modeling system (PRMS)","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924108","usgsCitation":"Allen, R.L., and Laenen, A., 1993, Preliminary results of the simulation of Oregon coastal basins using precipitation-runoff modeling system (PRMS): U.S. Geological Survey Water-Resources Investigations Report 92-4108, vi, 97 p., https://doi.org/10.3133/wri924108.","productDescription":"vi, 97 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":408271,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47671.htm","linkFileType":{"id":5,"text":"html"}},{"id":158148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4108/report-thumb.jpg"},{"id":54659,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.8872,\n              44.5083\n            ],\n            [\n              -123.8333,\n              44.5083\n            ],\n            [\n              -123.8333,\n              44.5583\n            ],\n            [\n              -123.8872,\n              44.5583\n            ],\n            [\n              -123.8872,\n              44.5083\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aade4b07f02db66b2c6","contributors":{"authors":[{"text":"Allen, R. L.","contributorId":82356,"corporation":false,"usgs":true,"family":"Allen","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195444,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":195445,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":21087,"text":"ofr9382 - 1993 - Ground Water in Kilauea Volcano and Adjacent Areas of Mauna Loa Volcano, Island of Hawaii","interactions":[],"lastModifiedDate":"2012-03-08T17:16:14","indexId":"ofr9382","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-82","title":"Ground Water in Kilauea Volcano and Adjacent Areas of Mauna Loa Volcano, Island of Hawaii","docAbstract":"About 1,000 million gallons of water per day moves toward or into ground-water bodies of Kilauea Volcano from the lavas of Mauna Loa Volcano. This movement continues only to the northern boundaries of the east and southwest rift zones of Kilauea, where a substantial quantity of ground water is deflected downslope to other ground-water bodies or to the ocean. In the western part of Kilauea, the kaoiki fault system, which parallels the southwest rift zone, may be the main barrier to ground-water movement. The diversion of the ground water is manifested in the western part of Kilauea by the presence of large springs at the shore end of the Kaoiki fault system, and in the eastern part by the apparently large flow of unheated basal ground water north of the east rift zone. Thus, recharge to ground water in the rift zones of Kilauea and to the areas to the south of the rift zones may be largely by local rainfall. Recharge from rainfall for all of Kilauea is about 1,250 million gallons per day.\r\n\r\nBeneath the upper slopes of the Kilauea rift zones, ground-water levels are 2,000 feet or more above mean sea level, or more than 1,000 feet below land surface. Ground-water levels are at these high altitudes because numerous and closely spaced dikes at depth in the upper slopes impound the ground water. In the lower slopes, because the number of dikes decreases toward the surface, the presence of a sufficient number of dikes capable of impounding ground water at altitudes substantially above sea level is unlikely. In surrounding basal ground-water reservoirs, fresh basal ground water floats on seawater and, through a transition zone of mixed freshwater and seawater, discharges into the sea.\r\n\r\nThe hydraulic conductivity of the dike-free lavas ranges from about 3,000 to about 7,000 feet per day. The conductivity in the upper slopes of the rift ranges from about 5 to 30 feet per day and that of the lower slopes of the east rift zone was calculated at about 7,000 feet per day.\r\n\r\nThe occurrence of heated basal water south of the lower east rift zone of Kilauea indicates the movement of a large quantity of geothermally heated ground water southward from the rift zone. There is little indication of similar movement of water from the upper slopes of the east rift zone, and there is no obvious movement of heated water from the lower east rift to the north because of the absence of heated ground water north of the rift zone.\r\n\r\nA broad range in temperature and chemical composition of geothermally modified ground water indicates several different sources. Four possible sources are (1) cold meteoric water, (2) cold seawater, (3) hydrothermal fluids of meteoric origin, and (4) hydrothermally modified seawater. The chloride-ion to magnesium-ion ratio of ground water indicates whether the water has been geothermally modified. A ratio greater than 15 to 1 generally denotes geothermally modified ground water.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr9382","usgsCitation":"Takasaki, K.J., 1993, Ground Water in Kilauea Volcano and Adjacent Areas of Mauna Loa Volcano, Island of Hawaii: U.S. Geological Survey Open-File Report 93-82, iv, 28 p., https://doi.org/10.3133/ofr9382.","productDescription":"iv, 28 p.","costCenters":[{"id":525,"text":"Pacific Islands Water Science Center","active":true,"usgs":true}],"links":[{"id":154704,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0082/report-thumb.jpg"},{"id":50680,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db545623","contributors":{"authors":[{"text":"Takasaki, Kiyoshi J.","contributorId":105700,"corporation":false,"usgs":true,"family":"Takasaki","given":"Kiyoshi","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":183817,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":54939,"text":"wdrPA911 - 1993 - Water resources data, Pennsylvania, water year 1991. Volume 1. Delaware River Basin","interactions":[],"lastModifiedDate":"2020-05-13T17:16:47.072539","indexId":"wdrPA911","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-91-1","title":"Water resources data, Pennsylvania, water year 1991. Volume 1. Delaware River Basin","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrPA911","usgsCitation":"Kolva, J., White, T., Druther, R., and Moleski, P., 1993, Water resources data, Pennsylvania, water year 1991. Volume 1. Delaware River Basin: U.S. Geological Survey Water Data Report PA-91-1, xi, 342 p., https://doi.org/10.3133/wdrPA911.","productDescription":"xi, 342 p.","costCenters":[],"links":[{"id":374785,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1991/pa-91-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":177552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1991/pa-91-1/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania ","otherGeospatial":"Delaware River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.772705078125,\n              39.76632525654491\n            ],\n            [\n              -75.4541015625,\n              39.93501296038254\n            ],\n            [\n              -75.65185546874999,\n              39.80853604144591\n            ],\n            [\n              -75.08056640625,\n              40.212440718286466\n            ],\n            [\n              -75.157470703125,\n              40.455307212131494\n            ],\n            [\n              -74.783935546875,\n              41.43449030894922\n            ],\n            [\n              -75.311279296875,\n              41.918628865183045\n            ],\n            [\n              -75.618896484375,\n              42.02481360781777\n            ],\n            [\n              -76.09130859375,\n              41.934976500546604\n            ],\n            [\n              -76.31103515625,\n              41.20345619205131\n            ],\n            [\n              -76.365966796875,\n              40.64730356252251\n            ],\n            [\n              -76.904296875,\n              40.052847601823984\n            ],\n            [\n              -76.80541992187499,\n              39.690280594818034\n            ],\n            [\n              -75.772705078125,\n              39.76632525654491\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fad77","contributors":{"authors":[{"text":"Kolva, J.R.","contributorId":64264,"corporation":false,"usgs":true,"family":"Kolva","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":252088,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, T.E.","contributorId":89213,"corporation":false,"usgs":true,"family":"White","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":252089,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Druther, R.L.","contributorId":94376,"corporation":false,"usgs":true,"family":"Druther","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":252090,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Moleski, P.","contributorId":44983,"corporation":false,"usgs":true,"family":"Moleski","given":"P.","email":"","affiliations":[],"preferred":false,"id":252087,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25620,"text":"wri934123 - 1993 - Laboratory procedures and data reduction techniques to determine rheologic properties of mass flows","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri934123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4123","title":"Laboratory procedures and data reduction techniques to determine rheologic properties of mass flows","docAbstract":"Determining the rheologic properties of coarse- grained mass flows is an important step to mathematically simulate potential inundation zones. Using the vertically rotating flume designed and built by the U.S. Geological Survey, laboratory procedures and subsequent data reduction have been developed to estimate shear stresses and strain rates of various flow materials. Although direct measurement of shear stress and strain rate currently (1992) are not possible in the vertically rotating flume, methods were derived to estimate these values from measurements of flow geometry, surface velocity, and flume velocity.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934123","usgsCitation":"Holmes, R., Huizinga, R., Brown, S., and Jobson, H., 1993, Laboratory procedures and data reduction techniques to determine rheologic properties of mass flows: U.S. Geological Survey Water-Resources Investigations Report 93-4123, v, 17 p. :ill. ;28 cm., https://doi.org/10.3133/wri934123.","productDescription":"v, 17 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118968,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4123/report-thumb.jpg"},{"id":54365,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4123/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4438","contributors":{"authors":[{"text":"Holmes, Robert R. Jr. 0000-0002-5060-3999","orcid":"https://orcid.org/0000-0002-5060-3999","contributorId":70429,"corporation":false,"usgs":true,"family":"Holmes","given":"Robert R.","suffix":"Jr.","affiliations":[],"preferred":false,"id":194438,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Huizinga, R.J.","contributorId":36970,"corporation":false,"usgs":true,"family":"Huizinga","given":"R.J.","affiliations":[],"preferred":false,"id":194436,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, S.M.","contributorId":88776,"corporation":false,"usgs":true,"family":"Brown","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":194439,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Jobson, H.E.","contributorId":44952,"corporation":false,"usgs":true,"family":"Jobson","given":"H.E.","affiliations":[],"preferred":false,"id":194437,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":54942,"text":"wdrPA921 - 1993 - Water resources data, Pennsylvania, water year 1992. Volume 1. Delaware River Basin","interactions":[],"lastModifiedDate":"2020-10-06T20:56:16.514991","indexId":"wdrPA921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-92-1","title":"Water resources data, Pennsylvania, water year 1992. Volume 1. Delaware River Basin","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrPA921","usgsCitation":"White, K.E., White, T., Druther, R., and Moleski, P., 1993, Water resources data, Pennsylvania, water year 1992. Volume 1. 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,{"id":54944,"text":"wdrPA923 - 1993 - Water resources data, Pennsylvania, water year 1992. Volume 3: Ohio and St. Lawrence River basins","interactions":[],"lastModifiedDate":"2024-07-29T21:21:21.068832","indexId":"wdrPA923","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-92-3","title":"Water resources data, Pennsylvania, water year 1992. Volume 3: Ohio and St. Lawrence River basins","docAbstract":"<p>Water resources data for the 1992 water year for Pennsylvania consists of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels of ground-water wells. This report, Volume 3, includes records from the Ohio and St. Lawrence River basins. Specifically, it contains: (1) discharge records for 69 continuous record streamflow-gaging stations and 12 partial-record stations; (2) elevation and contents records for 3 lakes and reservoirs; (3) water-quality records for 3 streamflow-gaging stations and 36 partial-record stations; and (4) water-level records for 20 network observation wells. Locations of these sites are shown on figures 4-5. Additional water data were collected at various sites not involved in the systematic data-collection program and are published as miscellaneous measurements and analyses. These data, together with the data in Volume 1 and 2, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Local, and Federal agencies in Pennsylvania.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrPA923","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources, the U.S. Army Corps of Engineers, Pittsburgh District, and with other State, municipal, and Federal agencies","usgsCitation":"Lescinsky, J.B., Coll, M., and Siwicki, R., 1993, Water resources data, Pennsylvania, water year 1992. 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Jr.","contributorId":98381,"corporation":false,"usgs":true,"family":"Coll","given":"M.B.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":252102,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Siwicki, R.W.","contributorId":100060,"corporation":false,"usgs":true,"family":"Siwicki","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":252104,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25608,"text":"wri934033 - 1993 - Hydrology, vegetation, and soils of four north Florida River flood plains with an evaluation of state and federal wetland determinations","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"wri934033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4033","title":"Hydrology, vegetation, and soils of four north Florida River flood plains with an evaluation of state and federal wetland determinations","docAbstract":"A study of hydrologic conditions, vegetation, and soils was made in wetland forests of four north Florida streams from 1987 to 1990. The study was conducted by the U.S. Geological Survey in cooperation with the Florida Department of Environmental Regulation to support State and Federal efforts to improve wetland delineation methodology in flood plains. \r\n\r\nPlant communities and soils were described and related to topographic position and long-term hydrologic conditions at 10 study plots located on 4 streams. Detailed appendixes give average duration, frequency, and depth of flooding; canopy, subcanopy, and ground-cover vegetation; and taxonomic classification, series, and profile descriptions of soils for each plot. Topographic relief, range in stage, and depth of flooding were greatest on the alluvial flood plain of the Ochlockonee River, the largest of the four streams. Soils were silty in the lower elevations of the flood plain, and tree communities were distinctly different in each topographic zone. The Aucilla River flood plain was dominated by levees and terraces with very few depressions or low backwater areas. Oaks dominated the canopy of both lower and upper terraces of the Aucilla flood plain. Telogia Creek is a blackwater stream that is a major tributary of the Ochlockonee River. Its low, wet flood plain was dominated by Wyssa ogeche (Ogeechee tupelo) trees, had soils with mucky horizons, and was inundated by frequent floods of very short duration. The St. Marks River, a spring-fed stream with high base flow, had the least topographic relief and lowest range in stage of the four streams. St. Marks soils had a higher clay content than the other streams, and limestone bedrock was relatively close to the surface. \r\n\r\nWetland determinations of the study plots based on State and Federal regulatory criteria were evaluated. Most State and Federal wetland determinations are based primarily on vegetation and soil characteristics because hydrologic records are usually not available. In this study, plots were located near long-term gaging stations, thus wetland determinations based on plant and soil characteristics could be evaluated at sites where long-term hydrologic conditions were known. Inconsistencies among hydrology, vegetation, and soil determinations were greatest on levee communities of the Ochlockonee and Aucilla River flood plains. Duration of average annual longest flood was almost 2 weeks for both plots. The wetland species list currently used (1991) by the State lacks many ground-cover species common to forested flood plains of north Florida rivers. There were 102 ground-cover species considered upland plants by the State that were present on the nine annually flooded plots of this study. Among them were 34 species that grew in areas continuously flooded for an average of 5 weeks or more each year. Common flood-plain species considered upland plants by the State were: Hypoxis leptocarpa (yellow star-grass), and two woody vines, Brunnichia ovata (ladies' eardrops) and Campsis radicans (trumpet-creeper), which were common in areas flooded continuously for 6 to 9 weeks a year; Sebastiania fruticosa (Sebastian-bush), Chasmanthium laxum (spikegrass), and Panicum dichotomum (panic grass), which typically grew in areas flooded an average of 2 to 3 weeks or more per year; Vitis rotundifolia (muscadine) and Toxicodendron radicans (poison-ivy), usually occurring in areas flooded an average of 1 to 2 weeks a year; and Quercus virginiana (live oak) present most often in areas flooded approximately 1 week a year. \r\n\r\nFederal wetland regulations (1989) limited wetland jurisdiction to only those areas that are inundated or saturated during the growing season. However, year-round hydrologic records were chosen in this report to describe the influence of hydrology on vegetation, because saturation, inundation, or flowing water can have a variety of both beneficial and adverse effects on flood-plain vegetation at any time of the ","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nU.S.G.S. Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934033","usgsCitation":"Light, H., Darst, M.R., MacLaughlin, M., and Sprecher, S., 1993, Hydrology, vegetation, and soils of four north Florida River flood plains with an evaluation of state and federal wetland determinations: U.S. Geological Survey Water-Resources Investigations Report 93-4033, x, 94 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934033.","productDescription":"x, 94 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":1933,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri934033","linkFileType":{"id":5,"text":"html"}},{"id":118762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_93_4033.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c954","contributors":{"authors":[{"text":"Light, H.M.","contributorId":43389,"corporation":false,"usgs":true,"family":"Light","given":"H.M.","email":"","affiliations":[],"preferred":false,"id":194391,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Darst, M. R.","contributorId":75187,"corporation":false,"usgs":true,"family":"Darst","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":194392,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"MacLaughlin, M.T.","contributorId":17651,"corporation":false,"usgs":true,"family":"MacLaughlin","given":"M.T.","email":"","affiliations":[],"preferred":false,"id":194389,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sprecher, S.W.","contributorId":19911,"corporation":false,"usgs":true,"family":"Sprecher","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":194390,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25605,"text":"wri934183 - 1993 - Hydrology of Park County, Wyoming, exclusive of Yellowstone National Park","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"wri934183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4183","title":"Hydrology of Park County, Wyoming, exclusive of Yellowstone National Park","docAbstract":"The climate of Park County, Wyoming, ranges from desert to alpine tundra. Average annual precipitation ranges from 6 to 40 inches. Ground water is present throughout most of the county, but supplies adequate for stock or domestic use are not readily available in areas of greatest need. The chemical quality of most of the water sampled was of suitable quality for livestock, but most of the water was not suitable for drinking, and the water from bedrock aquifers generally was not suitable for irrigation. Unconsolidated deposits are a principal source of ground water in the county. However, ground water is found in deposits topographically higher than stream level only where surface water has been applied for irrigation; those unconsolidated deposits beneath areas that are not irrigated, such as Polecat Bench, are dry. The conversion of irrigated land to urban development poses problems in some areas because yields of water-supply wells will be adversely affected by reduced recharge. The trend toward urban development also increases the risk of contamination of the ground water by septic tanks, petroleum products, and toxic and hazardous wastes. Perennial streams originate in the mountains and in areas where drainage from irrigated land is adequate to sustain flow. The average annual runoff from streams originating in the mountains is as large as 598 acre-feet per square mile, and the average annual runoff from streams originating in badlands and plains is as low as 14.8 acre-feet per square mile.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934183","usgsCitation":"Lowry, M., Smalley, M., Mora, K.L., Stockdale, R., and Martin, M., 1993, Hydrology of Park County, Wyoming, exclusive of Yellowstone National Park: U.S. Geological Survey Water-Resources Investigations Report 93-4183, v, 67 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri934183.","productDescription":"v, 67 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4183/report-thumb.jpg"},{"id":54348,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4183/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54349,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4183/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db696070","contributors":{"authors":[{"text":"Lowry, M.E.","contributorId":55807,"corporation":false,"usgs":true,"family":"Lowry","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":194378,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smalley, M.L.","contributorId":87585,"corporation":false,"usgs":true,"family":"Smalley","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":194380,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mora, K. L.","contributorId":55008,"corporation":false,"usgs":true,"family":"Mora","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194377,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Stockdale, R.G.","contributorId":24384,"corporation":false,"usgs":true,"family":"Stockdale","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":194376,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Martin, M.W.","contributorId":76785,"corporation":false,"usgs":true,"family":"Martin","given":"M.W.","email":"","affiliations":[],"preferred":false,"id":194379,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":25594,"text":"wri914169 - 1993 - Hydrologic conditions in the upper Rockaway River basin, New Jersey, 1984-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri914169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"91-4169","title":"Hydrologic conditions in the upper Rockaway River basin, New Jersey, 1984-86","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri914169","usgsCitation":"Schaefer, F., Harte, P., Smith, J.A., and Kurtz, B.A., 1993, Hydrologic conditions in the upper Rockaway River basin, New Jersey, 1984-86: U.S. Geological Survey Water-Resources Investigations Report 91-4169, vi, 103 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri914169.","productDescription":"vi, 103 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118830,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4169/report-thumb.jpg"},{"id":54337,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4169/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54338,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4169/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54339,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4169/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6113f8","contributors":{"authors":[{"text":"Schaefer, F. L.","contributorId":91085,"corporation":false,"usgs":true,"family":"Schaefer","given":"F. L.","affiliations":[],"preferred":false,"id":194339,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harte, P. T. 0000-0002-7718-1204","orcid":"https://orcid.org/0000-0002-7718-1204","contributorId":36143,"corporation":false,"usgs":true,"family":"Harte","given":"P. T.","affiliations":[],"preferred":false,"id":194337,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smith, J. A.","contributorId":101646,"corporation":false,"usgs":true,"family":"Smith","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194340,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kurtz, B. A.","contributorId":47825,"corporation":false,"usgs":true,"family":"Kurtz","given":"B.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194338,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26993,"text":"wri934000 - 1993 - Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri934000","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4000","title":"Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada","docAbstract":"The revised potentiometric-surface map presented in this report updates earlier maps of the Yucca Mountain area using mainly 1988 average water levels. Because of refinements in the corrections to the water-level measurements, these water levels have increased accuracy and precision over older values. The small-gradient area to the southeast of Yucca Mountain is contoured with a 0.25-meter interval and ranges in water-level altitude from 728.5 to 731.0 meters. Other areas with different water levels, to the north and west of Yucca Mountain, are illustrated with shaded patterns. The potentiometric surface can be divided into three regions: 1) A small-gradient area to the southeast of Yucca Mountain, which may be explained by flow through high-transmissivity rocks or low ground-water flux through the area; 2) A moderate-gradient area, on the western side of Yucca Mountain, where the water-level altitude ranges from 775 to 780 meters, and appears to be impeded by the Solitario Canyon Fault and a splay of that fault; and 3) A large-gradient area, to the north-northeast of Yucca Mountain, where water level altitude ranges from 738 to 1,035 meters, possibly as a result of a semi-perched groundwater system.  Water levels from wells at Yucca Mountain were examined for yearly trends (1986-89) using linear least-squares regression. Data from five wells exhibited trends which were statistically significant, but some of those may be a result of slow equilibration of the water level from drilling in less permeable rocks. Adjustments for temperature and density changes in the deep wells with long fluid columns were attempted, but some of the adjusted data did not fit the surrounding data and, thus, were not used.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934000","usgsCitation":"Ervin, E.M., Luckey, R.R., and Burkhardt, D., 1993, Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada: U.S. Geological Survey Water-Resources Investigations Report 93-4000, iv, 17 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934000.","productDescription":"iv, 17 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4000/report-thumb.jpg"},{"id":55880,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4000/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55881,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4000/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e598f","contributors":{"authors":[{"text":"Ervin, E. M.","contributorId":76782,"corporation":false,"usgs":true,"family":"Ervin","given":"E.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":197373,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197374,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Burkhardt, D.J.","contributorId":53398,"corporation":false,"usgs":true,"family":"Burkhardt","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":197372,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":65736,"text":"i2091B - 1993 - Map showing depth to basement in the deep-sea basins of the Pacific continental margin, Strait of Juan de Fuca to Cape Mendocino","interactions":[],"lastModifiedDate":"2012-02-10T00:11:06","indexId":"i2091B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2091","chapter":"B","title":"Map showing depth to basement in the deep-sea basins of the Pacific continental margin, Strait of Juan de Fuca to Cape Mendocino","docAbstract":"The U.S. Geological Survey conducted a series of cruises, EEZSCAN 84 (EEZ-SCAN 84 Scientific Staff, 1986), to collect reconnaissance data on the newly proclaimed Exclusive Economic Zone (EEZ), the area out to 200 nautical miles from the coastline of the United States. The cruises systematically surveyed the entire conterminous United States west coast EEZ using the Geological Long-Range Inclined Asdic (GLORIA) side-scan sonar, a 160-in<sup>3</sup> airgun seismic-reflection profiler, a 3.5-kHz high-resolution seismic-reflection profiler, a 10-kHz echo sounder, and a proton-precession magnetometer. The nominal trackline spacing throughout the survey was 30 km.\nDerivative maps of sediment thickness (I-2089-A, I-2090-A, I-2091-A) and depth to basement (I-2089-B, I-2090-B, I-2091-B) in the basins of the west coast EEZ were compiled from both the sonar-image dala and the deep-penetration seismic data obtained on these cruises. Only EEZ-SCAN 84 data were used for the map compilations because available data from other cruises in this region are sparsely located, have poor navigational control, or were obtained with seismic systems that were not powerful enough to resolve oceanic basement. For this map series, sediment thickness and depth to basement were determined only in the deep-ocean basin regions because the seismic system used on the EEZ-SCAN 84 cruises could not resolve oceanic basement beneath the thick sediments of the continental slope. All the data used to compile the maps are presented in the \"Atlas of the Exclusive Economic Zone, Western Conterminous United States\" (EEZ-SCAN 84 Scientific Staff, 1986).\nBasement Outcrops\nGLORIA imagery was used to locate areas of basement outcrop throughout the region. Where possible, sediment thickness on and immediately adjacent to basement outcrops was measured from seismic data. Where there was no bathymetric or seismic control, a seamount peak was assumed to have no sediment cover. A pattern is used on the map to indicate all basement outcrops.\nData Reduction\nAcoustic basement in the basins, invariably oceanic Layer 2, was observed on all of the seismic records. One-way traveltime was measured from the sea floor to acoustic basement. Because the trackline spacing of about 30 km is relatively large compared to the data density along track, we chose to measure the sediment thickness every 0.5 hour or at an interval of approximately 7.5 km. Water depth was measured with a 10-kHz profiler. Depth to basement was calculated using the sea surface as the zero datum and adding the corrected water depth (Carter, 1980) to the sediment thickness. Acoustic travel times were converted to depths by first calculating a regression equation from the interval velocity versus depth data of Connard and others (1984). Their data base comprises a compilation of all available Deep Sea Drilling Project data plus wide-angle refraction data, which were collected in Cascadia Basin west of Oregon and represents the best data set available for the United States west coast EEZ. The regression equation was integrated to determine sediment thickness as a function of one-way traveltime . The resulting equation is\nz = 1400t + 0 .5t<sup>2</sup>\nwhere z is sediment thickness in meters, and t is one-way traveltime in seconds. Sediment thicknesses calculated using this equation were compared to values calculated from the general equation of Carlson and others (1986). Values for sediment thickness calculated by the two equations differed by no greater than 10 percent throughout the range of travel times.\nBathymetry\nThe bathymetry is from Chase and others (1981). The bathymetric data were compiled from a variety of sources, and data quality is inconsistent. Because of differences in navigational precision and density of coverage, the bathymetric contours of a feature may be at a different location than the corresponding isopleths derived from the EEZ-SCAN 84 data, or a feature may not be indicated on the bathymetry at all. These situations occur because either the feature is poorly located in the bathymetric data set or, especially in the outer EEZ, the bathymetric data are too sparse to have defined the existence of a feature.\nAcknowledgments\nTopographic digital data bases were corrected and verified by Christina Lief. Gerald Evenden developed the computer software system MAPGEN, used to compose this map. Reviews, suggestions, and technical contributions from Edward C. Escowitz and Florence Wong and advice about cartographic design from Will Stettner substantially improved the quality of this map.\nReferences Cited\nCarlson, R.L., Gangi, A.F., and Snow, K.R., 1986, Empirical reflection-traveltime/ depth and velocity/depth functions for the deep-sea sediment column: Journal of Geophysical Research, v. 91, no. B8, p. 8249-8266.\nCarter, D.J.T., 1980, Echo-sounding correction tables: Taunton, United Kingdom, Hydrographic Department, Ministry of Defence, 150 p.\nChase, T.E., Wilde, Pat, Normark, W.R, Miller, C.P., Seekins, B.A., and Young, J.D., 1981, Offshore topography of the Western United States between 32&deg; and 49&deg; North latitudes: U.S. Geological Survey Open-File Report 81-443, scale 1:864,518 at 38&deg; latitude, 2 sheets.\nConnard, G., Couch, R., Keeling , K., Roy, J., and Troseth, S., 1984, Abyssal plain and continental net-objective sedimentary thicknesses, in Kulm, L.D., and others, eds., Western North America continental margin and adjacent ocean floor off Oregon and Washington, Atlas 1 of Regional Atlas Series, Ocean Margin Drilling Program: Woods Hole, Mass., Marine Science International, sheet 7.\nEEZ-SCAN 84 Scientific Staff, 1986, Atlas of the Exclusive Economic Zone, Western Conterminous United States: U.S. Geological Survey Miscellaneous Investigations Series I-1792, scale 1:500,000, 152 p.\nSee Also\n\"U.S. Pacific West Coast Field Activities\" (Paskevich and others, 2011; http://pubs.usgs.gov/of/2010/1332/htmldocs/pc/pc_overview.html).\nPaskevich, V.F., Wong, F.L., O?Malley, J.J., Stevenson, A.J., and Gutmacher, C.E., 2011, GLORIA sidescan-sonar imagery for parts of the U.S. Exclusive Economic Zone and adjacent areas: U.S. Geological Survey Open-File Report 2010?1332, available at http://pubs.usgs.gov/of/2010/1332/.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i2091B","usgsCitation":"Gardner, J., Cacchione, D., Drake, D., Edwards, B.D., Field, M., Hampton, M.A., Karl, H.A., Kenyon, N.H., Masson, D., McCulloch, D.S., and Grim, M.S., 1993, Map showing depth to basement in the deep-sea basins of the Pacific continental margin, Strait of Juan de Fuca to Cape Mendocino: U.S. Geological Survey IMAP 2091, PDF: 40.34 inches x 46.21 inches; 1 map :col. ;100 x 85 cm., on sheet 117 x 104 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i2091B.","productDescription":"PDF: 40.34 inches x 46.21 inches; 1 map :col. ;100 x 85 cm., on sheet 117 x 104 cm., folded in envelope 30 x 24 cm.","costCenters":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":121229,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/i_2091_B.jpg"},{"id":94401,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/imap/2091/b/","linkFileType":{"id":5,"text":"html"}}],"scale":"1000000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -132,40 ], [ -132,49 ], [ -122,49 ], [ -122,40 ], [ -132,40 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e538","contributors":{"authors":[{"text":"Gardner, J.V.","contributorId":76705,"corporation":false,"usgs":true,"family":"Gardner","given":"J.V.","affiliations":[],"preferred":false,"id":273503,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cacchione, D.A.","contributorId":65448,"corporation":false,"usgs":true,"family":"Cacchione","given":"D.A.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":273502,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Drake, D.E.","contributorId":48150,"corporation":false,"usgs":true,"family":"Drake","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":273501,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Edwards, B. D.","contributorId":27056,"corporation":false,"usgs":true,"family":"Edwards","given":"B.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":273499,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Field, M.E.","contributorId":27052,"corporation":false,"usgs":true,"family":"Field","given":"M.E.","affiliations":[],"preferred":false,"id":273498,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Hampton, M. 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,{"id":19482,"text":"ofr92114 - 1993 - Ground-water data for Michigan 1990","interactions":[],"lastModifiedDate":"2016-12-29T10:44:13","indexId":"ofr92114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-114","title":"Ground-water data for Michigan 1990","docAbstract":"<p>Water levels, locations, depths, and aquifers tapped are given for 107 observation wells. Tabulated data include a listing of ground-water reports in Michigan, extremes of water levels for calendar year 1990 and for the period of record, pumpage of most major ground-water users in the State, and a map showing previous collected water-quality data from selected wells. In 1990, the two largest municipal users of ground water were Lansing and Kalamazoo. Lansing pumped 7.2 billion gallons from the Saginaw Formation and glacial deposits; Kalamazoo pumped 7.0 billion gallons from glacial deposits only.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr92114","collaboration":"Prepared in cooperation with the Michigan Department of Natural Resources, Geological Survey Division","usgsCitation":"Huffman, G., and Whited, C., 1993, Ground-water data for Michigan 1990: U.S. Geological Survey Open-File Report 92-114, iv, 51 p., https://doi.org/10.3133/ofr92114.","productDescription":"iv, 51 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":151862,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0114/report-thumb.jpg"},{"id":48952,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0114/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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 \"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cf8f","contributors":{"authors":[{"text":"Huffman, G.C.","contributorId":44150,"corporation":false,"usgs":true,"family":"Huffman","given":"G.C.","email":"","affiliations":[],"preferred":false,"id":180986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Whited, C.R.","contributorId":49387,"corporation":false,"usgs":true,"family":"Whited","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":180987,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19465,"text":"ofr93172 - 1993 - Water quality of an urban wet detention pond in Madison, Wisconsin, 1987-88","interactions":[],"lastModifiedDate":"2015-10-19T09:17:49","indexId":"ofr93172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-172","title":"Water quality of an urban wet detention pond in Madison, Wisconsin, 1987-88","docAbstract":"<p>A 5,670-sq m wet detention pond was monitored by the U.S. Geological Survey to determine its effect on the water quality of urban runoff. The pond has a drainage area of 0.96-sq km, composed primarily of single-family residential land use. Event-mean concentrations (EMC) were determined from samples collected for sediment, nutrients, and selected metals at the pond's inflow and outflow sites. EMC samples were collected for 64 runoff events during the study period from February 1987 to April 1988. Storm precipitation ranged from 1 to 51 mm during these events. Inflow and outflow EMC and constituent loads were compared to determine the trap efficiency of the pond. Trap efficiency varied considerably among water-quality constituents. In general, the detention pond decreased the EMC of sampled constituents at the outlet compared to the inlet. The median decrease in EMC for suspended solids was 88 percent, 60 percent for total chemical oxygen demand (COD), 43 percent for total phosphorus, 38 percent for total Kjeldahl nitrogen, 65 percent for total nitrite plus nitrate, and 71 percent for total lead. A notable exception to the general decrease in EMC is for chloride. The EMC for chloride was generally higher in outflow from the pond than in the inflow. This is attributed to an unmonitored influx of chloride to the pond during the winter that subsequently was flushed out during monitored runoff events. The total study-period loads of most constituents were less leaving the pond than the loads entering it. This decrease is attributed to the constituents transported on suspended sediment being deposited in the pond. The decrease in total load of suspended solids was 88 percent, 62 percent for total COD, 58 percent for total phosphorus, 46 percent for total Kjeldahl nitrogen, 62 percent for total nitrite plus nitrate, 97 percent for total copper, and 93 percent for total lead. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr93172","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"House, L.B., Waschbusch, R., and Hughes, P., 1993, Water quality of an urban wet detention pond in Madison, Wisconsin, 1987-88: U.S. Geological Survey Open-File Report 93-172, v, 57 p., https://doi.org/10.3133/ofr93172.","productDescription":"v, 57 p.","numberOfPages":"62","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":151548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0172/report-thumb.jpg"},{"id":48940,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0172/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane","city":"Wisconsin","otherGeospatial":"Lake Wingra","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.45300102233885,\n              43.03533293549335\n            ],\n            [\n              -89.45300102233885,\n              43.07026720632101\n            ],\n            [\n              -89.40227508544922,\n              43.07026720632101\n            ],\n            [\n              -89.40227508544922,\n              43.03533293549335\n            ],\n            [\n              -89.45300102233885,\n              43.03533293549335\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f2591","contributors":{"authors":[{"text":"House, L. B.","contributorId":49386,"corporation":false,"usgs":true,"family":"House","given":"L.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":180958,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waschbusch, R.J.","contributorId":107307,"corporation":false,"usgs":true,"family":"Waschbusch","given":"R.J.","affiliations":[],"preferred":false,"id":180960,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hughes, P.E.","contributorId":104083,"corporation":false,"usgs":true,"family":"Hughes","given":"P.E.","email":"","affiliations":[],"preferred":false,"id":180959,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29447,"text":"wri914176 - 1993 - Water-quality variations and trends in Monument and Fountain Creeks, El Paso and Pueblo counties, Colorado, water years 1976-88","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri914176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"91-4176","title":"Water-quality variations and trends in Monument and Fountain Creeks, El Paso and Pueblo counties, Colorado, water years 1976-88","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri914176","usgsCitation":"Ruddy, B.C., 1993, Water-quality variations and trends in Monument and Fountain Creeks, El Paso and Pueblo counties, Colorado, water years 1976-88: U.S. Geological Survey Water-Resources Investigations Report 91-4176, vi, 66 p. :ill., map ;28 cm., https://doi.org/10.3133/wri914176.","productDescription":"vi, 66 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":160479,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4176/report-thumb.jpg"},{"id":58293,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4176/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa361","contributors":{"authors":[{"text":"Ruddy, B. C.","contributorId":65098,"corporation":false,"usgs":true,"family":"Ruddy","given":"B.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201542,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44779,"text":"wri924121 - 1993 - Thickness of the Mississippi River Valley confining unit, eastern Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:10:49","indexId":"wri924121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4121","title":"Thickness of the Mississippi River Valley confining unit, eastern Arkansas","docAbstract":"Concern arose in the late 1980s over the vulnerability of the Mississippi Valley alluvial aquifer to contamination from potential surface sources related to pesticide or fertilizer use, industrial activity, landfills, or livestock operations. In 1990 a study was begun to locate areas in Arkansas where the groundwater flow system is susceptible to contamination by surface contaminants. As a part of that effort, the thickness of the clay confining unit overlying the alluvial aquifer in eastern Arkansas was mapped. The study area included all or parts of 27 counties in eastern Arkansas that are underlain by the alluvial aquifer and its overlying confining unit. A database of well attributes was compiled based on data from driller's logs and from published data and stored in computer files. A confining-unit thickness map was created from the driller's-log database using geographic information systems technology. A computer program was then used to contour the data. Where the confining unit is present, it ranges in thickness from 0 feet in many locations in the study area to 140 feet in northeastern Greene County and can vary substantially over short distances. Although general trends in the thickness of the confining unit are apparent, the thickness has great spatial variability. An apparent relation exists between thickness of the confining unit and spatial variability in thickness. In areas where the thickness of the confining unit is 40 feet or less, such as in Clay, eastern Craighead, northwestern Mississippi, and Woodruff Counties, thickness of the unit tends robe more uniform than in areas where the thickness of the unit generally exceeds 40 feet, such as in Arkansas, Lonoke, and Prairie Counties. At some sites the confining unit is very thick compared to its thickness in the immediate surrounding area.  Locations of abandoned Mississippi River meander channels generally coincide with location of locally thick confining unit. Deposition of the confining unit onto the coarser alluvial aquifer deposits has reduced the relief of the land surface.  Hence, the altitude of the top of the alluvial aquifer varies more than the altitude of the land surface and is indicative of a depositional setting.","language":"ENGLISH","doi":"10.3133/wri924121","usgsCitation":"Gonthier, G., and Mahon, G.L., 1993, Thickness of the Mississippi River Valley confining unit, eastern Arkansas: U.S. Geological Survey Water-Resources Investigations Report 92-4121, 1 map on 3 sheets ; 212 x 87 cm., sheets 107 x 122 cm., folded in envelope 32 x 24 cm. + 1 data sheet (96 x 97 cm.), https://doi.org/10.3133/wri924121.","productDescription":"1 map on 3 sheets ; 212 x 87 cm., sheets 107 x 122 cm., folded in envelope 32 x 24 cm. + 1 data sheet (96 x 97 cm.)","costCenters":[],"links":[{"id":258714,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4121/plate-1.pdf","size":"9303","linkFileType":{"id":1,"text":"pdf"}},{"id":258715,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4121/plate-2.pdf","size":"9282","linkFileType":{"id":1,"text":"pdf"}},{"id":258716,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4121/plate-3.pdf","size":"4707","linkFileType":{"id":1,"text":"pdf"}},{"id":258717,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4121/plate-4.pdf","size":"5370","linkFileType":{"id":1,"text":"pdf"}},{"id":258718,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4121/report.pdf","size":"40","linkFileType":{"id":1,"text":"pdf"}},{"id":258719,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4121/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c1b6","contributors":{"authors":[{"text":"Gonthier, Gerard  0000-0003-4078-8579 gonthier@usgs.gov","orcid":"https://orcid.org/0000-0003-4078-8579","contributorId":3141,"corporation":false,"usgs":true,"family":"Gonthier","given":"Gerard ","email":"gonthier@usgs.gov","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":false,"id":230417,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mahon, Gary L. 0000-0002-7410-0261 glmahon@usgs.gov","orcid":"https://orcid.org/0000-0002-7410-0261","contributorId":270,"corporation":false,"usgs":true,"family":"Mahon","given":"Gary","email":"glmahon@usgs.gov","middleInitial":"L.","affiliations":[{"id":566,"text":"Southeast Ecological Science Center","active":true,"usgs":true},{"id":17705,"text":"Wetland and Aquatic Research Center","active":true,"usgs":true},{"id":501,"text":"Office of Science Quality and Integrity","active":true,"usgs":true}],"preferred":true,"id":230416,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}