{"pageNumber":"1894","pageRowStart":"47325","pageSize":"25","recordCount":68925,"records":[{"id":29811,"text":"wri884146 - 1988 - Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin","interactions":[],"lastModifiedDate":"2023-03-07T21:36:16.690138","indexId":"wri884146","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4146","title":"Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin","docAbstract":"<p>The Great Lakes-St. Lawrence River basin provides water for many uses and for wildlife habitat; thus many groups have developed strategies to manage the basin 's water resource. The International Joint Commission (IJC) is reviewing and comparing available consumptive-use data to assess the magnitude and effect of consumptive uses under present projected economic and hydraulic conditions on lake levels. As a part of this effort, the U.S. Geological Survey compared its own estimates of consumptive use in the United States with those generated by (1) the International Great Lakes Diversions and (2) the IJC. The U.S. Geological Survey also developed two methods of calculating consumptive-use projections for 1980 through 2000; one method yields an estimate of 6,490 cu ft/s for the year 2000; the other yields an estimate of 8,330 cu ft/s. These two projections could be considered the upper and lower limits for the year 2000. The reasons for the varying estimates are differences in (1) methods by which base year values were developed, and (2) the methods or models that were used to project consumptive-use values for the future. Acquisition of consumptive-use data from water users or governmental agencies or ministries would be desirable to minimize reliance on estimates.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884146","usgsCitation":"Snavely, D.S., 1988, Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin: U.S. Geological Survey Water-Resources Investigations Report 88-4146, iv, 28 p., https://doi.org/10.3133/wri884146.","productDescription":"iv, 28 p.","costCenters":[],"links":[{"id":122730,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4146/report-thumb.jpg"},{"id":58612,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":413791,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47055.htm","linkFileType":{"id":5,"text":"html"}}],"country":"Canada, United States","otherGeospatial":"Great Lakes-St. Lawrence River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -92.34309234262025,\n              49.96207763484773\n            ],\n            [\n              -92.34309234262025,\n              40.684336825120965\n            ],\n            [\n              -70.33475867425648,\n              40.684336825120965\n            ],\n            [\n              -70.33475867425648,\n              49.96207763484773\n            ],\n            [\n              -92.34309234262025,\n              49.96207763484773\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb1be","contributors":{"authors":[{"text":"Snavely, D. S.","contributorId":103692,"corporation":false,"usgs":true,"family":"Snavely","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":202170,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65349,"text":"i1856 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:15","indexId":"i1856","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1856","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1856","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1856, 1 remote-sensing image ;61 x 61 cm., on sheet 99 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1856.","productDescription":"1 remote-sensing image ;61 x 61 cm., on sheet 99 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189230,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100915,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1856/plate-1.pdf","size":"8430","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a7a5","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533736,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30539,"text":"wri884022 - 1988 - Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986","interactions":[],"lastModifiedDate":"2023-01-10T23:02:33.318175","indexId":"wri884022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4022","title":"Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986","docAbstract":"<p>The Ohio Department of Natural Resources, Division of Reclamation, plans widespread reclamation of abandoned coal mines in the Raccoon Creek basin in southeastern Ohio. Throughout Raccoon Creek basin, chemical, biological, and suspended-sediment data were collected from July 1984 through September 1986. Chemical and biological data collected at 17 sites indicate that the East Branch, Brushy Creek, Hewett Fork, and Little Raccoon Creek subbasins, including Flint Run, are affected by drainage from abandoned coal mines. In these basins, median pH values ranged from 2.6 to 5.1, median acidity values ranged from 20 to 1,040 mg/L (milligrams per liter) as CaCo<sub>3</sub>, and median alkalinity values ranged from 0 to 4 mg/L as CaCo<sub>3</sub>. Biological data indicate that these basins do not support diverse populations because of degraded water systems. Suspended-sediment yields of 70.7 tons per square mile per year at the headwaters of Raccoon Creek and 54.5 tons per square mile per year near the month of Raccoon Creek indicate that cumulative sedimentation from erosion of abandoned-mine lands is not excessive in the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884022","usgsCitation":"Wilson, K.S., 1988, Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4022, v, 80 p., https://doi.org/10.3133/wri884022.","productDescription":"v, 80 p.","costCenters":[],"links":[{"id":411688,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46949.htm","linkFileType":{"id":5,"text":"html"}},{"id":122710,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4022/report-thumb.jpg"},{"id":59314,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","otherGeospatial":"Racoon Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.5833,\n              39.4333\n            ],\n            [\n              -82.5833,\n              38.667\n            ],\n            [\n              -82.2,\n              38.667\n            ],\n            [\n              -82.2,\n              39.4333\n            ],\n            [\n              -82.5833,\n              39.4333\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e27c8","contributors":{"authors":[{"text":"Wilson, K. S.","contributorId":41042,"corporation":false,"usgs":true,"family":"Wilson","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":203426,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19457,"text":"ofr88316 - 1988 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","interactions":[{"subject":{"id":19457,"text":"ofr88316 - 1988 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","indexId":"ofr88316","publicationYear":"1988","noYear":false,"title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States"},"predicate":"SUPERSEDED_BY","object":{"id":38461,"text":"pp1416B - 1991 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","indexId":"pp1416B","publicationYear":"1991","noYear":false,"chapter":"B","title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States"},"id":1}],"supersededBy":{"id":38461,"text":"pp1416B - 1991 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","indexId":"pp1416B","publicationYear":"1991","noYear":false,"title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States"},"lastModifiedDate":"2020-02-05T07:05:19","indexId":"ofr88316","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-316","title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","docAbstract":"<p>No abstract available.<br data-mce-bogus=\"1\"></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr88316","usgsCitation":"Hosman, R., and Weiss, J.S., 1988, Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States: U.S. Geological Survey Open-File Report 88-316, 44 Plates: 22.25 x 22.43 inches or smaller, https://doi.org/10.3133/ofr88316.","productDescription":"44 Plates: 22.25 x 22.43 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":371845,"rank":8,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-43.pdf","text":"Figure 43","linkFileType":{"id":1,"text":"pdf"}},{"id":371846,"rank":9,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-42.pdf","text":"figure 42","linkFileType":{"id":1,"text":"pdf"}},{"id":371847,"rank":10,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-41.pdf","text":"Figure 41","linkFileType":{"id":1,"text":"pdf"}},{"id":371840,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-8.pdf","text":"Figure 8","linkFileType":{"id":1,"text":"pdf"}},{"id":371849,"rank":12,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-4.pdf","text":"Figure 4","linkFileType":{"id":1,"text":"pdf"}},{"id":371841,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-7.pdf","text":"Figure 7","linkFileType":{"id":1,"text":"pdf"}},{"id":371842,"rank":5,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-6.pdf","text":"Figure 6","linkFileType":{"id":1,"text":"pdf"}},{"id":371843,"rank":6,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-5.pdf","text":"Figure 5","linkFileType":{"id":1,"text":"pdf"}},{"id":371848,"rank":11,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-40.pdf","text":"Figure 40","linkFileType":{"id":1,"text":"pdf"}},{"id":371844,"rank":7,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-44.pdf","text":"Figure 44","linkFileType":{"id":1,"text":"pdf"}},{"id":371878,"rank":41,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-13.pdf","text":"Figure 13","linkFileType":{"id":1,"text":"pdf"}},{"id":371858,"rank":21,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-31.pdf","text":"Figure 31","linkFileType":{"id":1,"text":"pdf"}},{"id":371859,"rank":22,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-30.pdf","text":"Figure 30","linkFileType":{"id":1,"text":"pdf"}},{"id":371860,"rank":23,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":371861,"rank":24,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-29.pdf","text":"Figure 29","linkFileType":{"id":1,"text":"pdf"}},{"id":371862,"rank":25,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-28.pdf","text":"Figure 28","linkFileType":{"id":1,"text":"pdf"}},{"id":371863,"rank":26,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-27.pdf","text":"Figure 27","linkFileType":{"id":1,"text":"pdf"}},{"id":371864,"rank":27,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-26.pdf","text":"Figure 26","linkFileType":{"id":1,"text":"pdf"}},{"id":371865,"rank":28,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-25.pdf","text":"Figure 25","linkFileType":{"id":1,"text":"pdf"}},{"id":371866,"rank":29,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-24.pdf","text":"Figure 24","linkFileType":{"id":1,"text":"pdf"}},{"id":371867,"rank":30,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-23.pdf","text":"Figure 23","linkFileType":{"id":1,"text":"pdf"}},{"id":371868,"rank":31,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-22.pdf","text":"Figure 22","linkFileType":{"id":1,"text":"pdf"}},{"id":371869,"rank":32,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-21.pdf","text":"Figure 21","linkFileType":{"id":1,"text":"pdf"}},{"id":371870,"rank":33,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-20.pdf","text":"Figure 20","linkFileType":{"id":1,"text":"pdf"}},{"id":371871,"rank":34,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":371872,"rank":35,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-19.pdf","text":"Figure 19","linkFileType":{"id":1,"text":"pdf"}},{"id":371873,"rank":36,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-18.pdf","text":"Figure 18","linkFileType":{"id":1,"text":"pdf"}},{"id":371874,"rank":37,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-17.pdf","text":"Figure 17","linkFileType":{"id":1,"text":"pdf"}},{"id":371875,"rank":38,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-16.pdf","text":"Figure 16","linkFileType":{"id":1,"text":"pdf"}},{"id":371876,"rank":39,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-15.pdf","text":"Figure 15","linkFileType":{"id":1,"text":"pdf"}},{"id":151579,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0316/report-thumb.jpg"},{"id":371877,"rank":40,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-14.pdf","text":"Figure 14","linkFileType":{"id":1,"text":"pdf"}},{"id":371879,"rank":42,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-12.pdf","text":"Figure 12","linkFileType":{"id":1,"text":"pdf"}},{"id":371880,"rank":43,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-11.pdf","text":"Figure 11","linkFileType":{"id":1,"text":"pdf"}},{"id":371881,"rank":44,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-10.pdf","text":"Figure 10","linkFileType":{"id":1,"text":"pdf"}},{"id":371882,"rank":45,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-1.pdf","text":"Figure 1","linkFileType":{"id":1,"text":"pdf"}},{"id":371839,"rank":2,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-9.pdf","text":"Figure 9","linkFileType":{"id":1,"text":"pdf"}},{"id":371850,"rank":13,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-39.pdf","text":"Figure 39","linkFileType":{"id":1,"text":"pdf"}},{"id":371851,"rank":14,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-38.pdf","text":"Figure 38","linkFileType":{"id":1,"text":"pdf"}},{"id":371852,"rank":15,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-37.pdf","text":"Figure 37","linkFileType":{"id":1,"text":"pdf"}},{"id":371853,"rank":16,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-36.pdf","text":"Figure 36","linkFileType":{"id":1,"text":"pdf"}},{"id":371854,"rank":17,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-35.pdf","text":"Figure 35","linkFileType":{"id":1,"text":"pdf"}},{"id":371855,"rank":18,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-34.pdf","text":"Figure 34","linkFileType":{"id":1,"text":"pdf"}},{"id":371856,"rank":19,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-33.pdf","text":"Figure 33","linkFileType":{"id":1,"text":"pdf"}},{"id":371857,"rank":20,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1988/0316/figure-32.pdf","text":"Figure 32","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama, Arkansas, Illinois, Kentucky, Louisiana, Mississippi, Missouri, Tennessee, Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.283935546875,\n              25.913585416189797\n            ],\n            [\n              -97.13012695312499,\n              25.923466700919274\n            ],\n            [\n              -97.09716796875,\n              26.007424156802188\n            ],\n            [\n              -97.196044921875,\n              26.54922257769204\n            ],\n            [\n              -97.31689453125,\n              26.95145308349826\n            ],\n            [\n              -97.27294921875,\n              27.381523191705053\n            ],\n            [\n              -97.00927734375,\n              27.829360859789794\n            ],\n            [\n              -96.56982421875,\n              28.17855984939698\n            ],\n            [\n              -96.1083984375,\n              28.37206882963161\n            ],\n            [\n              -95.712890625,\n              28.623103554529894\n            ],\n            [\n              -95.29541015625,\n              28.815799886487298\n            ],\n            [\n              -94.8779296875,\n              29.065772888415406\n            ],\n            [\n              -94.658203125,\n              29.33429823031565\n            ],\n            [\n              -94.0869140625,\n              29.52567042617583\n            ],\n            [\n              -93.6474609375,\n              29.640320395351402\n            ],\n            [\n              -93.31787109374999,\n              29.69759650228319\n            ],\n            [\n              -92.92236328125,\n              29.60211821164731\n            ],\n            [\n              -92.39501953125,\n              29.48742484748479\n            ],\n            [\n              -92.08740234375,\n              29.48742484748479\n            ],\n            [\n              -91.7138671875,\n              29.35345166863502\n            ],\n            [\n              -91.318359375,\n              29.14256615510704\n            ],\n            [\n              -91.03271484375,\n              29.084976575985912\n            ],\n            [\n              -90.76904296874999,\n              28.98892237190413\n            ],\n            [\n              -90.439453125,\n              28.945668833650508\n            ],\n            [\n              -90.2197265625,\n              28.969700808694157\n            ],\n            [\n              -89.912109375,\n              29.084976575985912\n            ],\n            [\n              -89.56054687499999,\n              28.9120147012556\n            ],\n            [\n              -88.9013671875,\n              28.931246971867335\n            ],\n            [\n              -88.76953125,\n              29.31514119318728\n            ],\n            [\n              -88.72558593749999,\n              29.60211821164731\n            ],\n            [\n              -88.74755859375001,\n              29.90732937685153\n            ],\n            [\n              -88.4619140625,\n              30.002516938570686\n            ],\n            [\n              -88.06640625,\n              29.945415337104453\n            ],\n            [\n              -87.978515625,\n              29.92637417863576\n            ],\n            [\n              -87.42919921875,\n              30.0405664305846\n            ],\n            [\n              -87.29736328125,\n              30.268556249047727\n            ],\n            [\n              -87.25341796875,\n              30.496017831341284\n            ],\n            [\n              -87.25341796875,\n              30.77959839661151\n            ],\n            [\n              -87.25341796875,\n              31.005862904624205\n            ],\n            [\n              -87.34130859375,\n              31.40053532686391\n            ],\n            [\n              -87.42919921875,\n              31.98012335736801\n            ],\n            [\n              -87.5830078125,\n              32.53755174676897\n            ],\n            [\n              -87.78076171875,\n              32.96258644191747\n            ],\n            [\n              -88.1982421875,\n              33.40393120023467\n            ],\n            [\n              -88.4619140625,\n              33.80653802509604\n            ],\n            [\n              -88.5498046875,\n              33.970697997361626\n            ],\n            [\n              -88.4619140625,\n              34.51560953848201\n            ],\n            [\n              -88.154296875,\n              35.038992046780784\n            ],\n            [\n              -87.71484375,\n              35.66622234103479\n            ],\n            [\n              -87.451171875,\n              36.19995805932892\n            ],\n            [\n              -87.2314453125,\n              36.677230602346214\n            ],\n            [\n              -87.07763671875,\n              37.32648861334206\n            ],\n            [\n              -87.3193359375,\n              37.62293359490084\n            ],\n            [\n              -87.69287109375,\n              37.779398571318765\n            ],\n            [\n              -88.24218749999999,\n              38.07404145941957\n            ],\n            [\n              -88.9013671875,\n              38.19502155795573\n            ],\n            [\n              -89.36279296875,\n              38.12591462924154\n            ],\n            [\n              -90.17578124999999,\n              37.97018468810549\n            ],\n            [\n              -91.16455078125001,\n              37.13404537126446\n            ],\n            [\n              -92.04345703125,\n              36.05798104702501\n            ],\n            [\n              -92.94433593749999,\n              34.89494244739732\n            ],\n            [\n              -94.02099609375,\n              34.134541681937364\n            ],\n            [\n              -94.74609375,\n              33.4955977448657\n            ],\n            [\n              -95.95458984375,\n              33.09154154865519\n            ],\n            [\n              -96.52587890625,\n              32.778037985363675\n            ],\n            [\n              -97.09716796875,\n              32.33355894864106\n            ],\n            [\n              -97.14111328125,\n              31.812229022640704\n            ],\n            [\n              -97.75634765625,\n              30.87394023788765\n            ],\n            [\n              -98.1298828125,\n              30.230594564932193\n            ],\n            [\n              -99.27246093750001,\n              29.35345166863502\n            ],\n            [\n              -99.7119140625,\n              27.984700118612654\n            ],\n            [\n              -99.84374999999999,\n              27.751607687549356\n            ],\n            [\n              -99.49218749999999,\n              27.479034752500656\n            ],\n            [\n              -99.459228515625,\n              27.010196431931526\n            ],\n            [\n              -99.228515625,\n              26.63763888664592\n            ],\n            [\n              -99.107666015625,\n              26.396790205102665\n            ],\n            [\n              -98.85498046875,\n              26.283564932531394\n            ],\n            [\n              -98.4375,\n              26.125850185680356\n            ],\n            [\n              -98.02001953125,\n              26.046912801683984\n            ],\n            [\n              -97.71240234375,\n              25.928407032694118\n            ],\n            [\n              -97.42675781249999,\n              25.819671943904044\n            ],\n            [\n              -97.283935546875,\n              25.913585416189797\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8dba","contributors":{"authors":[{"text":"Hosman, R. L.","contributorId":42978,"corporation":false,"usgs":true,"family":"Hosman","given":"R.","middleInitial":"L.","affiliations":[],"preferred":false,"id":180944,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weiss, J. S.","contributorId":63414,"corporation":false,"usgs":true,"family":"Weiss","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":180945,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30595,"text":"wri884029 - 1988 - Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri884029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4029","title":"Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86","docAbstract":"Demand for groundwater in the 96-sq mi Anza Terwilliger area of California has increased in recent years because of population growth and agricultural development. In order to evaluate the potential effects of continued growth and development on the water resources of Cahuilla Indian Reservation, water level, land use, and water quality data were collected and analyzed. Water level measurements indicate that, as in previous years, groundwater normally moves toward streams in Anza and Terwilliger Valleys. However, during the summer, when pumping is at a maximum, groundwater moves toward two areas of groundwater withdrawal in Anza Valley. One area where groundwater levels were lowered extends to the northern boundary of Cahuilla Indian Reservation. Groundwater use during 1986 is estimated at 10,000 acre-ft, 6,000 acre-ft more than in 1973. The water table, however, generally has risen since 1973 due to the wet climatic conditions that generally have prevailed since 1976. Dissolved-solids concentrations during 1984-86 ranged from 184 to 1,320 mg/L. Water from two wells on Cahuilla Indian Reservation had dissolved-solids concentrations higher than the U.S. Environmental Protection Agency recommended limit for drinking water of 500 mg/L. No wells sampled on the reservation contained water with nitrate concentrations above the U.S. Environmental Protection Agency recommended limit of 10 mg/L. The observation-well network was found to be generally adequate, but the addition of one water level and two water quality observation wells would enhance its effectiveness. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884029","usgsCitation":"Woolfenden, L.R., and Bright, D., 1988, Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86: U.S. Geological Survey Water-Resources Investigations Report 88-4029, iv, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884029.","productDescription":"iv, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4029/report-thumb.jpg"},{"id":59353,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d1af","contributors":{"authors":[{"text":"Woolfenden, L. R. 0000-0003-3500-4709","orcid":"https://orcid.org/0000-0003-3500-4709","contributorId":36945,"corporation":false,"usgs":true,"family":"Woolfenden","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203511,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bright, D.J.","contributorId":106159,"corporation":false,"usgs":true,"family":"Bright","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":203512,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30592,"text":"wri874270 - 1988 - Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri874270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4270","title":"Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California","docAbstract":"Ground-water use in the Stovepipe Wells Hotel area in Death Valley National Monument is expected to increase significantly if the nonpotable, as well as potable, water supply is treated by reverse osmosis. During the peak tourist season, October through March, ground-water pumpage could increase by 37,500 gallons per day, or 76%. The effects of this additional pumpage on water levels in the area, particularly near a strand of phreatophytes about 10,000 feet east of the well field, are of concern. In order to evaluate the effects of increased pumpage on water levels in the Stovepipe Wells Hotel area well field, two aquifer tests were performed at the well field to determine the transmissivity and storage coefficients of the aquifer. Analysis of the aquifer test determined that a transmissivity of 1,360 feet squared per day was representative of the aquifer. The estimated value of transmissivity and the storage-coefficient values that are representative of confined (1.2 x .0004) and unconfined (0.25) conditions were used in the Theis equation to calculate the additional drawdown that might occur after 1, 10, and 50 years of increased pumpage. The drawdown calculated by using the lower storage-coefficient value represents the maximum additional drawdown that might be expected from the assumed increase in pumpage; the drawdown calculated by using the higher storage-coefficient value represents the minimum additional drawdown. Calculated additional drawdowns after 50 years of pumping range from 7.8 feet near the pumped well to 2.4 feet at the phreatophyte stand assuming confined conditions, and from 5.7 feet near the pumped well to 0.3 foot at the phreatophyte stand assuming unconfined conditions. Actual drawdowns probably will be somewhere between these values. Drawdowns measured in observation wells during 1973-85, in response to an average pumpage of 34,200 gallons per day at the Stovepipe Wells Hotel well field, are similar to the drawdowns calculated by the Theis equation for the assumed increase in pumpage. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874270","usgsCitation":"Woolfenden, L.R., Martin, P., and Baharie, B., 1988, Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California: U.S. Geological Survey Water-Resources Investigations Report 87-4270, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874270.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4270/report-thumb.jpg"},{"id":59350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679e67","contributors":{"authors":[{"text":"Woolfenden, L. R. 0000-0003-3500-4709","orcid":"https://orcid.org/0000-0003-3500-4709","contributorId":36945,"corporation":false,"usgs":true,"family":"Woolfenden","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203507,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, Peter pmmartin@usgs.gov","contributorId":799,"corporation":false,"usgs":true,"family":"Martin","given":"Peter","email":"pmmartin@usgs.gov","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203505,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Baharie, Brian","contributorId":21597,"corporation":false,"usgs":true,"family":"Baharie","given":"Brian","affiliations":[],"preferred":false,"id":203506,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13402,"text":"ofr88191 - 1988 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","interactions":[{"subject":{"id":13402,"text":"ofr88191 - 1988 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"ofr88191","publicationYear":"1988","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"predicate":"SUPERSEDED_BY","object":{"id":1286,"text":"wsp2363 - 1990 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"wsp2363","publicationYear":"1990","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"id":1}],"supersededBy":{"id":1286,"text":"wsp2363 - 1990 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"wsp2363","publicationYear":"1990","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"lastModifiedDate":"2019-08-29T10:16:06","indexId":"ofr88191","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-191","title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr88191","usgsCitation":"Driver, N.E., and Tasker, G.D., 1988, Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States: U.S. Geological Survey Open-File Report 88-191, vii, 80 p., https://doi.org/10.3133/ofr88191.","productDescription":"vii, 80 p.","costCenters":[],"links":[{"id":145914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0191/report-thumb.jpg"},{"id":367076,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0191/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a50","contributors":{"authors":[{"text":"Driver, Nancy E.","contributorId":67858,"corporation":false,"usgs":true,"family":"Driver","given":"Nancy","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":167750,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":167751,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65617,"text":"i1917 - 1988 - Controlled photomosaic of the Planum Australe region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:09","indexId":"i1917","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1917","subseriesTitle":"NONE","title":"Controlled photomosaic of the Planum Australe region of Mars","language":"ENGLISH","doi":"10.3133/i1917","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of the Planum Australe region of Mars: U.S. Geological Survey IMAP 1917, 1 remote sensing image ;60 cm. diam., on sheet 94 x 65 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1917.","productDescription":"1 remote sensing image ;60 cm. diam., on sheet 94 x 65 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260777,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1917/plate-1.pdf"}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686832","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534005,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65327,"text":"i1953 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1953","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1953","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1953","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1953, 1 remote-sensing image ;62 x 60 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1953.","productDescription":"1 remote-sensing image ;62 x 60 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100895,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1953/plate-1.pdf","size":"6375","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a421","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533714,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26421,"text":"wri864324 - 1988 - Simulated water-level declines caused by ground-water withdrawals near Holloman Air Force Base, Otero County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri864324","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4324","title":"Simulated water-level declines caused by ground-water withdrawals near Holloman Air Force Base, Otero County, New Mexico","docAbstract":"The U.S. Geological Survey, in cooperation with the U.S. Air Force, Holloman Air Force Base, studied the potential change in water levels that could occur as a result of increased groundwater withdrawals from the middle-Tertiary to Holocene age basin-fill and alluvial deposits in the vicinity of the Air Force base in Otero County, New Mexico. Water level changes of 25 ft to as much as 60 ft below their 1982 levels are projected in the well field areas by the year 2001, based on an increased groundwater withdrawal of 10%. The 400-sq-mi area of unconsolidated material is relatively flat except for the alluvial fans adjacent to the mountain front. Perennial streams are not present in the study area. The aquifer has a saturated thickness that ranges from 0 to 3 ft. Intermittent streamflow from the nearby mountains infiltrates the alluvial fans and recharges the aquifer system. Groundwater is discharged from the area by underflow, evapotranspiration, and pumpage withdrawals from wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864324","usgsCitation":"Burns, A., and Hart, D., 1988, Simulated water-level declines caused by ground-water withdrawals near Holloman Air Force Base, Otero County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 86-4324, v, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864324.","productDescription":"v, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158446,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4324/report-thumb.jpg"},{"id":55215,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4324/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f63","contributors":{"authors":[{"text":"Burns, A.W.","contributorId":65498,"corporation":false,"usgs":true,"family":"Burns","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":196355,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hart, D.L. Jr.","contributorId":49403,"corporation":false,"usgs":true,"family":"Hart","given":"D.L.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":196354,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":42028,"text":"ofr88506 - 1988 - Aeromagnetic map of the Vulcan area, San Bernardino County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:06","indexId":"ofr88506","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-506","title":"Aeromagnetic map of the Vulcan area, San Bernardino County, California","language":"ENGLISH","doi":"10.3133/ofr88506","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Aeromagnetic map of the Vulcan area, San Bernardino County, California: U.S. Geological Survey Open-File Report 88-506, 1 map :photocopy ;sheet 58 x 65 cm., https://doi.org/10.3133/ofr88506.","productDescription":"1 map :photocopy ;sheet 58 x 65 cm.","costCenters":[],"links":[{"id":136862,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79781,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0506/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae7e4b07f02db68c142","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530779,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29187,"text":"wri884161 - 1988 - Relation of trihalomethane-formation potential to water-quality and physical characteristics of small water-supply lakes, eastern Kansas","interactions":[],"lastModifiedDate":"2022-12-28T21:03:18.102914","indexId":"wri884161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4161","title":"Relation of trihalomethane-formation potential to water-quality and physical characteristics of small water-supply lakes, eastern Kansas","docAbstract":"<p>The formation of carcinogenic trihalomethanes during the treatment of public surface water supplies has become a potentially serious problem. The U. S. Geological Survey, in cooperation with the Kansas Department of Health and Environment , investigated the potential for trihalomethane formation in water from 15 small, public water supply lakes in eastern Kansas from April 1984 through April 1986 in order to define the principal factors that affect or control the potential for trihalomethane formation during the water treatment process. Relations of mean concentrations of trihalomethane-formation potential to selected water quality and lake and watershed physical characteristics were investigated using correlation and regression analysis. Statistically significant, direct relations were developed between trihalomethanes produced in unfiltered and filtered lake water and mean concentrations of total and dissolved organic carbon. Correlation coefficients for these relations ranged from 0.86 to 0.93. Mean values of maximum depth of lake were shown to have statistically significant inverse relations to mean concentrations of trihalomethane-formation potential and total and dissolved organic carbon. Correlation coefficients for these relations ranged from -0.76 to -0.81.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884161","usgsCitation":"Pope, L.M., Arruda, J.A., and Fromm, C.H., 1988, Relation of trihalomethane-formation potential to water-quality and physical characteristics of small water-supply lakes, eastern Kansas: U.S. Geological Survey Water-Resources Investigations Report 88-4161, v, 46 p., https://doi.org/10.3133/wri884161.","productDescription":"v, 46 p.","costCenters":[],"links":[{"id":58053,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4161/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":411144,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47068.htm","linkFileType":{"id":5,"text":"html"}},{"id":159407,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4161/report-thumb.jpg"}],"country":"United States","state":"Kansas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -97.4667,\n              40\n            ],\n            [\n              -97.4667,\n              37\n            ],\n            [\n              -94.6194,\n              37\n            ],\n            [\n              -94.6194,\n              40\n            ],\n            [\n              -97.4667,\n              40\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8209","contributors":{"authors":[{"text":"Pope, L. M.","contributorId":71939,"corporation":false,"usgs":true,"family":"Pope","given":"L.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201110,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Arruda, J. A.","contributorId":70809,"corporation":false,"usgs":true,"family":"Arruda","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201109,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fromm, C. H.","contributorId":44586,"corporation":false,"usgs":true,"family":"Fromm","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201108,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26743,"text":"wri884003 - 1988 - Preliminary evaluation of the hydrogeologic system in Owens Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri884003","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4003","title":"Preliminary evaluation of the hydrogeologic system in Owens Valley, California","docAbstract":"A preliminary, two-layer, steady-state, groundwater flow model was used to evaluate present data and hydrologic concepts of Owens Valley, California. Simulations of the groundwater system indicate that areas where water levels are most affected by changes in recharge and discharge are near toes of alluvial fans and along the edge of permeable volcanic deposits. Sensitivity analysis for each model parameter shows that steady state simulations are most sensitive to uncertainties in evapotranspiration rates. Tungsten Hills, Poverty Hills, and Alabama Hills were found to act as virtually impermeable barriers to groundwater flow. Accurate simulation of the groundwater system between Bishop and Lone Pine appears to be possible without simulating the groundwater system in Round Valley, near Owens Lake, or in aquifer materials more than 1,000 ft below land surface. Although vast amounts of geologic and hydrologic data have been collected for Owens Valley, many parts of the hydrogeologic system have not been defined with sufficient detail to answer present water management questions. Location and extent of geologic materials that impede the vertical movement of water are poorly documented. The likely range of aquifer characteristics, except vertical hydraulic conductivity, is well known, but spatial distribution of these characteristics is not well documented. A set of consistent water budgets is needed, including one for surface water, groundwater, and the entire valley. The largest component of previous water budgets (evapotranspiration) is largely unverified. More definitive estimates of local gains and losses for Owens River are needed. Although groundwater pumpage from each well is measured, the quantity of withdrawal from different zones of permeable material has not been defined. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884003","usgsCitation":"Danskin, W., 1988, Preliminary evaluation of the hydrogeologic system in Owens Valley, California: U.S. Geological Survey Water-Resources Investigations Report 88-4003, v, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884003.","productDescription":"v, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158543,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4003/report-thumb.jpg"},{"id":55620,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c40a","contributors":{"authors":[{"text":"Danskin, W.R. 0000-0001-8672-5501","orcid":"https://orcid.org/0000-0001-8672-5501","contributorId":22713,"corporation":false,"usgs":true,"family":"Danskin","given":"W.R.","affiliations":[],"preferred":false,"id":196923,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26750,"text":"wri874268 - 1988 - Geohydrology and digital simulation of the ground-water flow system in the Umatilla Plateau and Horse Heaven Hills area, Oregon and Washington","interactions":[],"lastModifiedDate":"2017-02-07T08:20:36","indexId":"wri874268","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4268","title":"Geohydrology and digital simulation of the ground-water flow system in the Umatilla Plateau and Horse Heaven Hills area, Oregon and Washington","docAbstract":"The Columbia Plateau is underlain by massive basalt flows, with a composite thickness of about 10,000 ft. Structural features within the study area include a series of anticline-syncline pairs. The main avenues of groundwater movement in the basalt are the interflow zone between basalt flows. Individual interflow zones may be rather extensive in the lateral direction and are largely isolated from overlying and underlying interflows by poorly permeable basalt flow centers. Four aquifers were defined for this study. The uppermost aquifer (layer 1) consists of unconsolidated deposits of gravel, sand, silt, and clay that overlie the basalt: layer 2 consists of the Saddle Mountains Basalt, layer 3 the Wanapum Basalt, and layer 4 consists of the upper thousand ft of Grande Ronde Basalt. Recharge to the groundwater system is from precipitation, leakage from streams, and seepage from surface water irrigation. Natural discharge of aquifers is principally to streams. Discharge by groundwater pumpage from the study area ranged from approximately 2,000 acre-ft in 1950 to 144,000 acre-ft in 1980. About 85% of the total pumpage in 1980 was from the Oregon part of the study area. Water level declines of over 300 ft occur locally in parts of the study area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874268","usgsCitation":"Davies-Smith, A., Bolke, E., and Collins, C.A., 1988, Geohydrology and digital simulation of the ground-water flow system in the Umatilla Plateau and Horse Heaven Hills area, Oregon and Washington: U.S. Geological Survey Water-Resources Investigations Report 87-4268, v, 72 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874268.","productDescription":"v, 72 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":123773,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4268/report-thumb.jpg"},{"id":55626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4268/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d63","contributors":{"authors":[{"text":"Davies-Smith, A.","contributorId":23180,"corporation":false,"usgs":true,"family":"Davies-Smith","given":"A.","email":"","affiliations":[],"preferred":false,"id":196935,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":196937,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Collins, C. A.","contributorId":43731,"corporation":false,"usgs":true,"family":"Collins","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196936,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29114,"text":"wri844092 - 1988 - Statistical summary of the chemical quality of surface water in the Powder River coal basin, the Hanna coal field, and the Green River coal region, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844092","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4092","title":"Statistical summary of the chemical quality of surface water in the Powder River coal basin, the Hanna coal field, and the Green River coal region, Wyoming","docAbstract":"A summary of the chemical quality of surface water in the three principal coal-producing areas of Wyoming was intensified by the U.S. Geologic Survey during 1975-81, in response to interest spurred by a dramatic increase in surface mining of the areas. This statistical summary consists of descriptive statistics and regression analyses of data from 72 stations on streams in the Powder River coal basin, the Hanna coal field, and the Green River coal region of Wyoming. The mean dissolved-solids concentrations in streams ranged from 15 to 4,800 mg/L. Samples collected near mountainous areas or in the upstream reaches of perennial streams in the plains had the smallest concentrations of dissolved solids, and the predominant ions were calcium and bicarbonate. Samples from ephemeral, intermittent, and the downstream reaches of perennial streams in the plains contained relatively large dissolved-solids concentrations, and the predominant ions usually were sodium and sulfate. Regression models showed that the concentrations of dissolved solids, calcium, magnesium, sodium, alkalinity, sulfate, and chloride correlated well with specific-conductance values in many of the streams. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844092","usgsCitation":"Peterson, D.A., 1988, Statistical summary of the chemical quality of surface water in the Powder River coal basin, the Hanna coal field, and the Green River coal region, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4092, iv, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844092.","productDescription":"iv, 109 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159644,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4092/report-thumb.jpg"},{"id":57982,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4092/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57983,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4092/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4885e4b07f02db518e97","contributors":{"authors":[{"text":"Peterson, D. A.","contributorId":6453,"corporation":false,"usgs":true,"family":"Peterson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200969,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26789,"text":"wri874222 - 1988 - Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming","interactions":[],"lastModifiedDate":"2022-01-21T22:44:31.982626","indexId":"wri874222","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4222","title":"Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming","docAbstract":"A method was developed to determine the average dissolved-solids yield contributed by small basins characterized by ephemeral and intermittent streams in the Green River basin in Wyoming. The method is different from that commonly used for perennial streams. Estimates of dissolved-solids discharge at eight water quality sampling stations operated by the U.S. Geological Survey in cooperation with the U.S. Bureau of Land Management range from less than 2 to 95 tons/day. The dissolved-solids yield upstream from the sampling stations ranges from 0.023 to 0.107 tons/day/sq mi. However, estimates of dissolved solids yield contributed by drainage areas between paired stations on Bitter, Salt Wells, Little Muddy, and Muddy creeks, based on dissolved-solids discharge versus drainage area, range only from 0.081 to 0.092 tons/day/sq mi. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874222","usgsCitation":"DeLong, L.L., and Wells, D.K., 1988, Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 87-4222, iv, 14 p., https://doi.org/10.3133/wri874222.","productDescription":"iv, 14 p.","costCenters":[],"links":[{"id":394737,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46876.htm"},{"id":55680,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4222/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121951,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4222/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Green River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111,\n              41\n            ],\n            [\n              -107,\n              41\n            ],\n            [\n              -107,\n              43\n            ],\n            [\n              -111,\n              43\n            ],\n            [\n              -111,\n              41\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc969","contributors":{"authors":[{"text":"DeLong, L. L.","contributorId":44530,"corporation":false,"usgs":true,"family":"DeLong","given":"L.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197004,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, D. K.","contributorId":32954,"corporation":false,"usgs":true,"family":"Wells","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197003,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29107,"text":"wri884112 - 1988 - Statistical summary of selected water-quality data (water years 1975 through 1985) for Arkansas rivers and streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri884112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4112","title":"Statistical summary of selected water-quality data (water years 1975 through 1985) for Arkansas rivers and streams","docAbstract":"Descriptive statistics were calculated for selected water quality data for 116 water quality stations on Arkansas rivers and streams. Water quality properties summarized included pH, specific conductance, dissolved oxygen, total alkalinity, total hardness, common dissolved constituents, phosphorus, nitrogen, biochemical oxygen demand, bacteria, turbidity, suspended sediment, and several trace metals. Regression equations and related statistics describing the relation between specific conductance and total alkalinity and several dissolved constituents also were calculated. Typical water quality (based upon median values at individual stations) of physiographic sections and major rivers of Arkansas also is discussed. Discernible differences in water quality exist between sections and major rivers. The regression analysis indicated that the usefulness of specific conductance as a predictor of other water quality values is variable. The relation between specific conductance and the other property is not statistically significant (p&gt;0.05) about 30% of the time. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884112","usgsCitation":"Petersen, J.C., 1988, Statistical summary of selected water-quality data (water years 1975 through 1985) for Arkansas rivers and streams: U.S. Geological Survey Water-Resources Investigations Report 88-4112, viii, 189 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884112.","productDescription":"viii, 189 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158953,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4112/report-thumb.jpg"},{"id":57977,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4112/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dce4b07f02db5e1284","contributors":{"authors":[{"text":"Petersen, J. C.","contributorId":8106,"corporation":false,"usgs":true,"family":"Petersen","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200959,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57624,"text":"wdrFL872B - 1988 - Water resources data for Florida, water year 1987. Volume 2B. South Florida ground water","interactions":[],"lastModifiedDate":"2025-05-21T20:01:55.619098","indexId":"wdrFL872B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"FL-87-2B","title":"Water resources data for Florida, water year 1987. Volume 2B. South Florida ground water","docAbstract":"<p>Water resources data for the 1987 water year in Florida consists of continuous or daily discharge for 320 streams, periodic discharge for 38 streams, miscellaneous discharge for 29 streams, continuous or daily stage for 94 streams, periodic stage for 48 streams, peak discharge for 76 streams and peak stage for 69 streams; continuous or daily elevations for 80 lakes, periodic elevations for 74 lakes; continuous ground-water levels for 477 wells, periodic ground-water levels for 562 wells, and miscellaneous water level measurements for 2,886 wells; quality of water data for 223 surface-water sites and 900 wells.</p><p>The data for South Florida include continuous or daily discharge for 47 streams, periodic discharge for 2 streams, peak discharge for 4 streams, continuous or daily stage for 63 streams, periodic stage for 16,streams, peak discharge for 3 streams, and peak stage for 12 streams; continuous elevations for 1 lake, and periodic elevations for 5 lakes; continuous ground-water levels for 169 wells, periodic ground-water levels for 213 wells, and miscellaneous water-level measurements for 388 wells; quality-of-water for 10 surface-water sites and 521 wells.</p><p>This data represent the National Water Data System records collected by the U.S. Geological Survey and cooperation local, state and federal agencies in Florida.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL872B","collaboration":"Prepared in cooperation with the State of Florida and other agencies.","usgsCitation":"Haire, W., Sonenshein, R., Lietz, C., and Workman, E., 1988, Water resources data for Florida, water year 1987. Volume 2B. South Florida ground water: U.S. Geological Survey Water Data Report FL-87-2B, viii, 354 p., https://doi.org/10.3133/wdrFL872B.","productDescription":"viii, 354 p.","costCenters":[],"links":[{"id":181418,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/fl-87-2-b/report-thumb.jpg"},{"id":486354,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/fl-87-2-b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-82.821585,27.964443],[-82.829801,27.968469],[-82.823063,28.044758],[-82.836326,28.073193],[-82.830525,28.085293],[-82.826125,28.083793],[-82.813435,28.03716],[-82.815168,28.012547],[-82.821755,28.002494],[-82.815168,27.973721],[-82.821585,27.964443]]],[[[-81.582923,24.658732],[-81.562917,24.692912],[-81.535323,24.67954],[-81.51898,24.687818],[-81.5124,24.703737],[-81.476642,24.711244],[-81.469275,24.704286],[-81.459043,24.707355],[-81.451881,24.714518],[-81.456588,24.740097],[-81.451267,24.747464],[-81.432032,24.722908],[-81.421595,24.737641],[-81.430599,24.747259],[-81.425483,24.752989],[-81.392947,24.743371],[-81.38558,24.726182],[-81.36041,24.708788],[-81.319282,24.701238],[-81.309664,24.665017],[-81.298028,24.656774],[-81.332831,24.639528],[-81.395096,24.621062],[-81.401946,24.623564],[-81.403319,24.640294],[-81.414187,24.647167],[-81.448623,24.640172],[-81.470411,24.641985],[-81.480951,24.645121],[-81.47641,24.653197],[-81.480504,24.659757],[-81.49858,24.66498],[-81.505585,24.654609],[-81.511165,24.625135],[-81.54645,24.614895],[-81.602998,24.586444],[-81.664209,24.573143],[-81.685278,24.558739],[-81.81289,24.546468],[-81.814446,24.56358],[-81.811386,24.56975],[-81.800676,24.570989],[-81.794057,24.586],[-81.739241,24.589973],[-81.730473,24.58196],[-81.705364,24.597647],[-81.687017,24.592534],[-81.655735,24.616295],[-81.637087,24.621408],[-81.614829,24.642764],[-81.614529,24.650584],[-81.582923,24.658732]]],[[[-82.15068,24.576331],[-82.143075,24.593395],[-82.125268,24.597426],[-82.104187,24.588256],[-82.099417,24.572522],[-82.116787,24.549144],[-82.159439,24.548212],[-82.165206,24.552159],[-82.164426,24.563375],[-82.15068,24.576331]]],[[[-81.249799,24.673357],[-81.243232,24.673998],[-81.244761,24.669202],[-81.281778,24.65375],[-81.260006,24.674848],[-81.249799,24.673357]]],[[[-80.909954,24.781154],[-80.906288,24.769867],[-80.912042,24.76505],[-80.938543,24.767535],[-81.015933,24.719881],[-81.023794,24.716901],[-81.032447,24.727323],[-81.064554,24.715453],[-81.075855,24.704266],[-81.078439,24.692382],[-81.108041,24.688592],[-81.125371,24.708291],[-81.066816,24.723926],[-81.041797,24.742965],[-81.016918,24.734676],[-80.960129,24.764226],[-80.909954,24.781154]]],[[[-81.317673,24.75729],[-81.305468,24.756612],[-81.290801,24.736862],[-81.288259,24.720881],[-81.302984,24.714199],[-81.310744,24.727068],[-81.326844,24.728375],[-81.357417,24.756834],[-81.342695,24.75625],[-81.324637,24.76721],[-81.317673,24.75729]]],[[[-80.89054,24.791678],[-80.884572,24.791561],[-80.906874,24.783744],[-80.89054,24.791678]]],[[[-80.788263,24.824218],[-80.796053,24.81194],[-80.822342,24.812629],[-80.850338,24.8026],[-80.79278,24.843918],[-80.780564,24.84052],[-80.788263,24.824218]]],[[[-80.729275,24.865361],[-80.719977,24.864644],[-80.691762,24.885759],[-80.690354,24.881539],[-80.71185,24.863323],[-80.766966,24.836158],[-80.729275,24.865361]]],[[[-84.777208,29.707398],[-84.729836,29.738881],[-84.696726,29.76993],[-84.694939,29.761844],[-84.713747,29.74139],[-84.776954,29.692191],[-84.884632,29.652248],[-84.957779,29.612635],[-85.051033,29.586928],[-85.097082,29.625215],[-85.023501,29.597073],[-85.017205,29.604379],[-84.968314,29.617238],[-84.920333,29.648638],[-84.813352,29.687028],[-84.777208,29.707398]]],[[[-85.156415,29.679628],[-85.114268,29.688658],[-85.093902,29.684838],[-85.077237,29.670862],[-85.097218,29.633004],[-85.124913,29.628433],[-85.18453,29.663987],[-85.222546,29.678039],[-85.184776,29.68271],[-85.156415,29.679628]]],[[[-82.255777,26.703437],[-82.255159,26.70816],[-82.246535,26.706435],[-82.24251,26.694361],[-82.246535,26.683437],[-82.218342,26.626407],[-82.214337,26.602944],[-82.177541,26.502328],[-82.166042,26.489679],[-82.149368,26.477605],[-82.120046,26.473581],[-82.088423,26.455182],[-82.076924,26.466106],[-82.062551,26.470131],[-82.038403,26.456907],[-82.013913,26.452058],[-82.063114,26.425459],[-82.082915,26.422059],[-82.126671,26.436279],[-82.177017,26.471558],[-82.186441,26.489221],[-82.205523,26.566536],[-82.222131,26.590402],[-82.238872,26.636433],[-82.268007,26.682791],[-82.264351,26.698496],[-82.255777,26.703437]]],[[[-80.250581,25.34193],[-80.351399,25.190615],[-80.349855,25.168825],[-80.377084,25.130487],[-80.399767,25.108536],[-80.428318,25.095547],[-80.443375,25.076084],[-80.47387,25.060253],[-80.493881,25.038502],[-80.48912,25.031301],[-80.494781,25.023019],[-80.537995,24.990244],[-80.565831,24.958155],[-80.611693,24.93842],[-80.635571,24.913003],[-80.659395,24.897433],[-80.660198,24.90498],[-80.641306,24.914311],[-80.623866,24.931236],[-80.621658,24.944265],[-80.581131,24.964738],[-80.570813,24.962215],[-80.558785,24.971505],[-80.54411,24.999916],[-80.545971,25.01477],[-80.524498,25.016945],[-80.509136,25.028317],[-80.495569,25.047497],[-80.460652,25.078904],[-80.465496,25.086609],[-80.494715,25.102269],[-80.484188,25.10943],[-80.47748,25.107407],[-80.476174,25.099454],[-80.450399,25.088751],[-80.433575,25.106317],[-80.446473,25.151287],[-80.41326,25.137053],[-80.395467,25.150694],[-80.387164,25.170859],[-80.391909,25.19221],[-80.369965,25.206444],[-80.3498,25.210595],[-80.337345,25.231353],[-80.336159,25.261601],[-80.368186,25.282359],[-80.339421,25.290069],[-80.328746,25.28651],[-80.292567,25.314385],[-80.275961,25.344039],[-80.256982,25.361239],[-80.246307,25.398603],[-80.21428,25.416988],[-80.192336,25.473331],[-80.188778,25.50773],[-80.174544,25.518406],[-80.173951,25.482821],[-80.184033,25.468587],[-80.204198,25.412244],[-80.221991,25.397417],[-80.240376,25.347005],[-80.250581,25.34193]]],[[[-83.309455,30.634417],[-82.214839,30.568591],[-82.231916,30.55627],[-82.23582,30.537187],[-82.226933,30.510281],[-82.201416,30.485164],[-82.210291,30.42459],[-82.19294,30.378779],[-82.165192,30.358035],[-82.104834,30.368319],[-82.094687,30.360781],[-82.068533,30.359184],[-82.050069,30.362338],[-82.036825,30.377884],[-82.04199,30.403266],[-82.034005,30.422357],[-82.037209,30.434518],[-82.017779,30.475081],[-82.018361,30.531184],[-82.005477,30.563495],[-82.015708,30.601704],[-82.026941,30.606153],[-82.028499,30.621829],[-82.049507,30.655548],[-82.050432,30.676266],[-82.036426,30.706585],[-82.043795,30.729641],[-82.039634,30.747727],[-82.01266,30.761289],[-82.024035,30.783156],[-82.017051,30.791657],[-82.007865,30.792937],[-81.981273,30.776767],[-81.973856,30.778487],[-81.962534,30.796526],[-81.962175,30.818001],[-81.949787,30.827493],[-81.910926,30.815889],[-81.89572,30.821098],[-81.868608,30.792754],[-81.852626,30.794439],[-81.842058,30.78712],[-81.808529,30.790014],[-81.792769,30.784432],[-81.782653,30.769937],[-81.763372,30.77382],[-81.719927,30.744634],[-81.694778,30.748414],[-81.688925,30.741434],[-81.672824,30.738935],[-81.664598,30.746599],[-81.652123,30.742435],[-81.65177,30.732284],[-81.646137,30.727591],[-81.625098,30.733017],[-81.617663,30.722046],[-81.609495,30.720705],[-81.601206,30.728141],[-81.542675,30.713593],[-81.530531,30.722858],[-81.489537,30.7261],[-81.472597,30.713312],[-81.444124,30.709714],[-81.42742,30.69802],[-81.443099,30.600938],[-81.442564,30.555189],[-81.434064,30.522569],[-81.447087,30.503679],[-81.440108,30.497678],[-81.42601,30.496739],[-81.410809,30.482039],[-81.407008,30.42204],[-81.397422,30.400626],[-81.396407,30.34004],[-81.385505,30.273841],[-81.308978,29.96944],[-81.295268,29.928614],[-81.270442,29.883106],[-81.256711,29.784693],[-81.240924,29.739218],[-81.163581,29.55529],[-80.966176,29.14796],[-80.709725,28.756692],[-80.574868,28.585166],[-80.560973,28.530736],[-80.525094,28.459454],[-80.526732,28.451705],[-80.562877,28.437779],[-80.587813,28.410856],[-80.606874,28.336484],[-80.604214,28.257733],[-80.589975,28.17799],[-80.566432,28.09563],[-80.508871,27.970477],[-80.383695,27.740045],[-80.350553,27.628361],[-80.330956,27.597541],[-80.311757,27.524625],[-80.30117,27.500314],[-80.293171,27.500314],[-80.253665,27.37979],[-80.16147,27.192814],[-80.153375,27.169308],[-80.159554,27.163325],[-80.093909,27.018587],[-80.031362,26.796339],[-80.03212,26.77153],[-80.037462,26.76634],[-80.032862,26.700842],[-80.038863,26.569347],[-80.060564,26.444652],[-80.079865,26.264358],[-80.089365,26.231859],[-80.108995,26.088372],[-80.117778,25.986369],[-80.119684,25.841043],[-80.127987,25.772245],[-80.144,25.740812],[-80.154972,25.66549],[-80.160903,25.664897],[-80.176916,25.685062],[-80.166241,25.72895],[-80.184626,25.745557],[-80.197674,25.74437],[-80.240376,25.724206],[-80.267065,25.651849],[-80.296719,25.622195],[-80.305615,25.593134],[-80.302057,25.567632],[-80.313918,25.539164],[-80.328746,25.53264],[-80.339421,25.499427],[-80.337049,25.465621],[-80.328152,25.443084],[-80.320442,25.437153],[-80.326373,25.422919],[-80.32578,25.39801],[-80.306801,25.384369],[-80.31036,25.3731],[-80.335269,25.338701],[-80.374116,25.31735],[-80.418872,25.235532],[-80.495341,25.199463],[-80.569124,25.190117],[-80.669236,25.137837],[-80.777499,25.135047],[-80.82653,25.160478],[-80.838227,25.174791],[-80.858167,25.176576],[-80.899459,25.162337],[-80.900559,25.139755],[-80.970727,25.134084],[-80.999176,25.124222],[-81.049308,25.128322],[-81.079859,25.118797],[-81.141024,25.163868],[-81.146737,25.193139],[-81.171265,25.221609],[-81.16207,25.289833],[-81.148915,25.318067],[-81.151916,25.324766],[-81.140099,25.341117],[-81.12141,25.33875],[-81.117265,25.354953],[-81.128492,25.380511],[-81.150508,25.387255],[-81.146765,25.407577],[-81.168652,25.463848],[-81.208201,25.504937],[-81.204389,25.538908],[-81.209321,25.548611],[-81.225557,25.55847],[-81.240519,25.599041],[-81.240677,25.613629],[-81.253951,25.638181],[-81.290328,25.687506],[-81.328935,25.717233],[-81.346078,25.721473],[-81.343984,25.747668],[-81.361875,25.772715],[-81.340406,25.786631],[-81.352731,25.822015],[-81.386127,25.839906],[-81.394476,25.851834],[-81.417536,25.864954],[-81.441391,25.863761],[-81.458487,25.868929],[-81.473992,25.888411],[-81.508979,25.884037],[-81.511762,25.89676],[-81.527665,25.901531],[-81.584519,25.888808],[-81.644553,25.897953],[-81.663821,25.885605],[-81.678287,25.845301],[-81.68954,25.85271],[-81.713172,25.897568],[-81.727086,25.907207],[-81.73195,25.931506],[-81.749724,25.960463],[-81.747834,25.994273],[-81.762439,26.00607],[-81.801663,26.088227],[-81.820675,26.236735],[-81.833142,26.294518],[-81.868983,26.378648],[-81.91171,26.427158],[-81.964212,26.457957],[-81.969509,26.476505],[-82.008961,26.484052],[-82.01368,26.490829],[-82.00908,26.505203],[-82.024604,26.512677],[-82.043577,26.519577],[-82.06715,26.513252],[-82.07175,26.492554],[-82.105672,26.48393],[-82.111996,26.54085],[-82.137869,26.637441],[-82.181565,26.681712],[-82.17984,26.696661],[-82.173516,26.701836],[-82.139019,26.702986],[-82.125795,26.699536],[-82.106247,26.667339],[-82.099922,26.662739],[-82.093023,26.665614],[-82.084974,26.702411],[-82.066575,26.742657],[-82.061401,26.789228],[-82.055076,26.802452],[-82.059101,26.876621],[-82.090723,26.888694],[-82.093023,26.906518],[-82.090148,26.923191],[-82.061976,26.931241],[-82.063126,26.950214],[-82.076349,26.958263],[-82.107972,26.957688],[-82.117171,26.954239],[-82.137294,26.926066],[-82.162017,26.925491],[-82.175241,26.916867],[-82.156267,26.851898],[-82.147068,26.789803],[-82.151093,26.783479],[-82.172941,26.778879],[-82.17869,26.772555],[-82.221812,26.77198],[-82.232193,26.78288],[-82.251134,26.755881],[-82.259867,26.717398],[-82.269499,26.784674],[-82.289086,26.827784],[-82.351649,26.908384],[-82.445718,27.060634],[-82.477019,27.141231],[-82.539719,27.254326],[-82.569754,27.279452],[-82.569248,27.298588],[-82.597629,27.335754],[-82.642821,27.38972],[-82.691821,27.437218],[-82.714521,27.500415],[-82.745748,27.538834],[-82.708121,27.523514],[-82.710621,27.501715],[-82.706821,27.498415],[-82.686421,27.497215],[-82.683621,27.513115],[-82.674621,27.519614],[-82.65072,27.523115],[-82.632053,27.551908],[-82.612019,27.571231],[-82.611717,27.585283],[-82.584629,27.596021],[-82.570607,27.608882],[-82.558538,27.638678],[-82.514265,27.705588],[-82.494891,27.718963],[-82.477638,27.723004],[-82.482305,27.742649],[-82.434635,27.764355],[-82.418401,27.803187],[-82.402857,27.812671],[-82.393383,27.837519],[-82.402615,27.882602],[-82.413915,27.901401],[-82.451591,27.907506],[-82.460016,27.9116],[-82.462078,27.920066],[-82.478063,27.92768],[-82.491117,27.9145],[-82.488057,27.863566],[-82.46884,27.843295],[-82.47244,27.822559],[-82.511193,27.828015],[-82.553946,27.848462],[-82.552918,27.862702],[-82.538618,27.864901],[-82.529918,27.877501],[-82.542818,27.890601],[-82.531318,27.9039],[-82.533718,27.932999],[-82.553918,27.966998],[-82.576003,27.969424],[-82.62959,27.998474],[-82.678606,27.993715],[-82.684793,27.971824],[-82.720522,27.955798],[-82.724122,27.948098],[-82.720395,27.937199],[-82.710022,27.928299],[-82.691621,27.924899],[-82.685121,27.916299],[-82.628063,27.910397],[-82.63422,27.9037],[-82.63212,27.8911],[-82.61002,27.873501],[-82.567919,27.883701],[-82.566819,27.858002],[-82.598443,27.857582],[-82.586519,27.816703],[-82.622723,27.779868],[-82.63052,27.753905],[-82.62572,27.727006],[-82.63362,27.710607],[-82.652521,27.700307],[-82.677321,27.706207],[-82.679019,27.696054],[-82.713629,27.698661],[-82.718822,27.692007],[-82.721622,27.663908],[-82.712555,27.646647],[-82.698091,27.638858],[-82.705017,27.62531],[-82.733076,27.612972],[-82.739122,27.636909],[-82.738022,27.706807],[-82.746223,27.731306],[-82.760923,27.745205],[-82.783124,27.783804],[-82.828561,27.822254],[-82.846526,27.854301],[-82.851126,27.8863],[-82.840882,27.937162],[-82.831388,27.962117],[-82.824875,27.960201],[-82.821975,27.956868],[-82.838484,27.909111],[-82.832155,27.909242],[-82.805462,27.960201],[-82.792635,28.01116],[-82.792635,28.032307],[-82.782724,28.055894],[-82.781324,28.127591],[-82.790724,28.15249],[-82.808474,28.154803],[-82.805097,28.172181],[-82.797762,28.187789],[-82.762643,28.219013],[-82.764103,28.244345],[-82.759072,28.25402],[-82.746188,28.261192],[-82.732792,28.291933],[-82.73146,28.325075],[-82.706112,28.368057],[-82.706322,28.401325],[-82.697433,28.420166],[-82.684137,28.428019],[-82.674787,28.441956],[-82.680396,28.457194],[-82.665055,28.484434],[-82.669416,28.519879],[-82.656694,28.544814],[-82.66165,28.554143],[-82.654138,28.590837],[-82.664055,28.606584],[-82.674665,28.647588],[-82.668889,28.694302],[-82.712373,28.720921],[-82.698281,28.75701],[-82.730245,28.850155],[-82.688864,28.905609],[-82.702618,28.932955],[-82.723861,28.953506],[-82.735754,28.973709],[-82.737872,28.995703],[-82.758906,28.993277],[-82.764055,28.999707],[-82.753513,29.026496],[-82.759704,29.054192],[-82.783328,29.064619],[-82.780558,29.07358],[-82.816925,29.076215],[-82.823659,29.098902],[-82.801166,29.105103],[-82.799117,29.110647],[-82.805703,29.129848],[-82.804736,29.146624],[-82.827073,29.158425],[-82.974676,29.17091],[-82.991653,29.180664],[-83.018212,29.151417],[-83.019071,29.141324],[-83.030453,29.134023],[-83.053207,29.130839],[-83.056867,29.146263],[-83.068249,29.153135],[-83.061162,29.176113],[-83.087839,29.21642],[-83.074734,29.247975],[-83.077265,29.255331],[-83.089013,29.266502],[-83.107477,29.268889],[-83.128027,29.282733],[-83.169576,29.290355],[-83.17826,29.327916],[-83.175518,29.34469],[-83.200702,29.373855],[-83.202446,29.394422],[-83.218075,29.420492],[-83.240509,29.433178],[-83.272019,29.432256],[-83.294747,29.437923],[-83.311546,29.475666],[-83.33113,29.475594],[-83.356722,29.499901],[-83.370288,29.499901],[-83.379254,29.503558],[-83.383973,29.512995],[-83.400252,29.517242],[-83.405256,29.578319],[-83.39948,29.612956],[-83.414701,29.670536],[-83.436259,29.677389],[-83.455356,29.676444],[-83.483143,29.690478],[-83.483567,29.698542],[-83.493728,29.708388],[-83.537645,29.72306],[-83.566018,29.761434],[-83.584716,29.77608],[-83.585899,29.811754],[-83.595493,29.827984],[-83.618568,29.842336],[-83.63798,29.886073],[-83.679219,29.918513],[-83.788729,29.976982],[-83.82869,29.983187],[-83.845427,29.998068],[-83.93151,30.039068],[-83.931879,30.044175],[-83.991607,30.08392],[-84.000716,30.096209],[-84.024274,30.103271],[-84.06299,30.101378],[-84.083057,30.092286],[-84.10273,30.093611],[-84.11384,30.085478],[-84.124889,30.090601],[-84.167881,30.071422],[-84.179149,30.073187],[-84.19853,30.087937],[-84.237014,30.08556],[-84.247491,30.10114],[-84.256439,30.103791],[-84.272511,30.092358],[-84.270792,30.068094],[-84.277168,30.060263],[-84.297836,30.057451],[-84.315344,30.069492],[-84.358923,30.058224],[-84.365882,30.024588],[-84.361962,29.987739],[-84.3477,29.984123],[-84.343041,29.9751],[-84.333746,29.923721],[-84.343389,29.899539],[-84.349066,29.896812],[-84.378937,29.893112],[-84.423834,29.902996],[-84.443652,29.913785],[-84.451705,29.929085],[-84.494562,29.913957],[-84.511996,29.916574],[-84.535873,29.910092],[-84.603303,29.876117],[-84.647958,29.847104],[-84.65645,29.834277],[-84.692053,29.829059],[-84.755595,29.78854],[-84.868271,29.742454],[-84.881777,29.733882],[-84.888031,29.722406],[-84.901781,29.735723],[-84.877111,29.772888],[-84.893992,29.785176],[-84.90413,29.786279],[-84.91511,29.783303],[-84.93837,29.750211],[-84.964007,29.742422],[-84.968841,29.72708],[-84.993264,29.714961],[-85.037212,29.711074],[-85.072123,29.719027],[-85.121473,29.715854],[-85.177284,29.700193],[-85.22745,29.693633],[-85.259719,29.681296],[-85.319215,29.681494],[-85.343619,29.672004],[-85.347711,29.66719],[-85.344768,29.654793],[-85.380303,29.698485],[-85.397871,29.740498],[-85.413983,29.799865],[-85.417971,29.828855],[-85.413575,29.85294],[-85.405815,29.865817],[-85.392469,29.870914],[-85.405011,29.830151],[-85.405907,29.80193],[-85.37796,29.709621],[-85.353885,29.684765],[-85.317661,29.691286],[-85.31139,29.697557],[-85.302591,29.808094],[-85.31142,29.814373],[-85.317464,29.838894],[-85.336654,29.849295],[-85.363731,29.898915],[-85.405052,29.938487],[-85.425956,29.949888],[-85.487764,29.961227],[-85.509148,29.971466],[-85.571907,30.02644],[-85.588242,30.055543],[-85.601178,30.056342],[-85.69681,30.09689],[-85.775405,30.15629],[-85.9226,30.238024],[-86.089963,30.303569],[-86.222561,30.343585],[-86.2987,30.363049],[-86.412076,30.380346],[-86.50615,30.3823],[-86.632953,30.396299],[-86.750906,30.391881],[-86.909679,30.372423],[-87.206254,30.320943],[-87.267827,30.31548],[-87.295422,30.323503],[-87.518324,30.280435],[-87.452378,30.300201],[-87.450078,30.3111],[-87.50278,30.307301],[-87.504701,30.324039],[-87.49998,30.328957],[-87.459978,30.3363],[-87.452278,30.344099],[-87.451878,30.364999],[-87.438678,30.380798],[-87.440678,30.391498],[-87.429578,30.406498],[-87.403477,30.410198],[-87.366591,30.436648],[-87.370768,30.446865],[-87.399877,30.450997],[-87.425078,30.465596],[-87.434678,30.479196],[-87.431178,30.495795],[-87.447702,30.510458],[-87.446586,30.527068],[-87.43544,30.54914],[-87.418647,30.561837],[-87.406558,30.599928],[-87.397308,30.608728],[-87.393588,30.63088],[-87.397262,30.654351],[-87.406958,30.675165],[-87.449362,30.698913],[-87.466338,30.700835],[-87.481225,30.716508],[-87.502317,30.72159],[-87.511729,30.733535],[-87.532607,30.743489],[-87.545044,30.778666],[-87.581869,30.812403],[-87.600486,30.820627],[-87.605776,30.831304],[-87.615923,30.834693],[-87.634938,30.865886],[-87.592055,30.951492],[-87.589187,30.964464],[-87.599172,30.995722],[-87.571281,30.99787],[-85.998643,30.99287],[-85.002368,31.000682],[-85.004026,30.973468],[-84.980127,30.961286],[-84.983627,30.936986],[-84.971026,30.928187],[-84.936828,30.884683],[-84.935256,30.854328],[-84.928335,30.844263],[-84.936042,30.820671],[-84.928323,30.79309],[-84.918023,30.77809],[-84.920123,30.76599],[-84.914322,30.753591],[-84.896122,30.750591],[-84.864693,30.711542],[-83.309455,30.634417]]]]},\"properties\":{\"name\":\"Florida\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fcfa8","contributors":{"authors":[{"text":"Haire, W.J.","contributorId":47341,"corporation":false,"usgs":true,"family":"Haire","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":257542,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sonenshein, R.S.","contributorId":10415,"corporation":false,"usgs":true,"family":"Sonenshein","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":257539,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lietz, C.","contributorId":22034,"corporation":false,"usgs":true,"family":"Lietz","given":"C.","email":"","affiliations":[],"preferred":false,"id":257540,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Workman, E.","contributorId":31827,"corporation":false,"usgs":true,"family":"Workman","given":"E.","email":"","affiliations":[],"preferred":false,"id":257541,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26799,"text":"wri884117 - 1988 - Occurrence and distribution of nitrate and herbicides in the Iowa River alluvial aquifer, Iowa: May 1984 to November 1985","interactions":[],"lastModifiedDate":"2024-06-28T21:28:21.15177","indexId":"wri884117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4117","title":"Occurrence and distribution of nitrate and herbicides in the Iowa River alluvial aquifer, Iowa: May 1984 to November 1985","docAbstract":"<p>From May 1984 to November 1985, the U.S. Geological Survey, in cooperation with the University of Iowa Hygienic Laboratory and the Iowa Department of Natural Resources, Geological Survey Bureau, investigated nitrate and herbicides in the Iowa River alluvial aquifer. The occurrence and distribution of nitrate and selected herbicides were determined in the Iowa River alluvial aquifer, a sand and gravel aquifer beneath agricultural land along the Iowa River in Iowa County, Iowa. Test drilling and water-quality sampling of the aquifer indicated that the areal distribution of nitrate in the aquifer is variable. Nitrate (as nitrogen) concentrations range from less than 0.10 to 79 milligrams per liter. Although nitrate distribution is variable, extensive aquifer contamination by nitrate is not apparent. Median nitrate concentrations were 5.9 milligrams per liter for municipal wells and 7.2 milligrams per liter for area streams, but were less than 2.0 milligrams per liter for test wells and domestic wells. Atrazine, cyanazine, metribuzin, alachlor, metolachlor, and trifluralin were detected in ground-water samples. Maximum concentration of atrazine in ground-water samples was 2.4 micrograms per liter; maximum concentration of metribuzin was 8.1 micrograms per liter. Area streams also contained herbicides in concentrations generally larger than concentrations in ground water. At a municipal well adjacent to a stream, similar seasonal concentrations of atrazine were detected for both ground- and surface-water samples. Surface water sometimes may be a source of nitrate and herbicides to adjacent ground water.</p>\n<p>Detailed sampling of vertical profiles using well nests indicated that the distribution of nitrate and selected herbicides is not vertically homogeneous. Generally, larger nitrate concentrations were detected at shallow depths in the aquifer; at greater depths, the nitrate concentrations were near the detection limit. Herbicides were detected in a pattern similar to that determined for nitrate. The true areal distribution of nitrate may be masked by inconsistent depths of sampling or incomplete vertical sampling. Variations in nitrate concentrations with depth possibly are because local aquifer flow is predominantly horizontal and may limit significant vertical dispersion of nitrate and herbicides, and because nitrate may not act conservatively in ground water and may be removed from the system by denitrification.</p>\n<p>For nested wells, the seasonal variations of nitrate and herbicides were greater at the shallower sampling depths for domestic and test wells. Seasonal variations of nitrate and herbicides illustrate that these constituents move quickly from surface application to shallow underlying aquifers. These constituents can be detected in ground water soon after chemical applications, usually within 6 weeks.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wri884117","collaboration":"Prepared in cooperation with University of Iowa Hygienic Laboratory and Iowa Department of Natural Resources, Geological Survey Bureau","usgsCitation":"Detroy, M., and Kuzniar, R., 1988, Occurrence and distribution of nitrate and herbicides in the Iowa River alluvial aquifer, Iowa: May 1984 to November 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4117, vi, 93 p., https://doi.org/10.3133/wri884117.","productDescription":"vi, 93 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":430631,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47033.htm","linkFileType":{"id":5,"text":"html"}},{"id":55687,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4117/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121926,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4117/report-thumb.jpg"}],"country":"United States","state":"Iowa","otherGeospatial":"Iowa River alluvial aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -92.33213729698126,\n              41.94695534429769\n            ],\n            [\n              -92.33213729698126,\n              41.74051723336598\n            ],\n            [\n              -91.8414812993969,\n              41.74051723336598\n            ],\n            [\n              -91.8414812993969,\n              41.94695534429769\n            ],\n            [\n              -92.33213729698126,\n              41.94695534429769\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db69620f","contributors":{"authors":[{"text":"Detroy, M.G.","contributorId":6066,"corporation":false,"usgs":true,"family":"Detroy","given":"M.G.","affiliations":[],"preferred":false,"id":197024,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kuzniar, R.L.","contributorId":44558,"corporation":false,"usgs":true,"family":"Kuzniar","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":197025,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29097,"text":"wri884104 - 1988 - Factors affecting leaching in agricultural areas and an assessment of agricultural chemicals in the ground water of Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri884104","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4104","title":"Factors affecting leaching in agricultural areas and an assessment of agricultural chemicals in the ground water of Kansas","docAbstract":"As assessment of hydrologic factors and agricultural practices that may affect the leaching of agricultural chemicals to groundwater was conducted to evaluate the extent and severity of chemical contamination of groundwater resources in Kansas. The climate of a particular area determines the length of the growing season and the availability of water, at the surface and in the ground, for the growth of plants. Climate, together with surficial geology, soil, and principal aquifers, determines the types of crops to be planted,types of tillage, conservation and irrigation practices, and affects the quantity and method of application of agricultural chemicals. Examination of groundwater nitrate-nitrogen data collected from 766 wells throughout Kansas during 1976-81 indicated that 13 of 14 geohydrologic regions had wells producing samples that exceeded the 10-mg/L drinking water standard determined by the U.S. Environmental Protection Agency. One or more herbicides were detected in water samples from 11 of 56 wells during 1985-86 located in areas susceptible to agricultural leaching. Atrazine was the most common herbicide that was detected; it was detected in water at 9 of 11 wells. Cyanazine was detected in water at three wells; metolachlor at two wells; and metribuzin, alachlor, simazine, and propazine were detected at one well each. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884104","usgsCitation":"Perry, C.A., Robbins, F., and Barnes, P., 1988, Factors affecting leaching in agricultural areas and an assessment of agricultural chemicals in the ground water of Kansas: U.S. Geological Survey Water-Resources Investigations Report 88-4104, iv, 55 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884104.","productDescription":"iv, 55 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4104/report-thumb.jpg"},{"id":57951,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a05e4b07f02db5f884d","contributors":{"authors":[{"text":"Perry, C. A.","contributorId":106149,"corporation":false,"usgs":true,"family":"Perry","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200946,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robbins, F.V.","contributorId":89180,"corporation":false,"usgs":true,"family":"Robbins","given":"F.V.","email":"","affiliations":[],"preferred":false,"id":200945,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Barnes, P.L.","contributorId":49402,"corporation":false,"usgs":true,"family":"Barnes","given":"P.L.","email":"","affiliations":[],"preferred":false,"id":200944,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26414,"text":"wri884012 - 1988 - Computer-program documentation of an interactive-accounting model to simulate streamflow, water quality, and water-supply operations in a river basin","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri884012","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4012","title":"Computer-program documentation of an interactive-accounting model to simulate streamflow, water quality, and water-supply operations in a river basin","docAbstract":"This report describes an interactive-accounting model used to simulate streamflow, chemical-constituent concentrations and loads, and water-supply operations in a river basin. The model uses regression equations to compute flow from incremental (internode) drainage areas. Conservative chemical constituents (typically dissolved solids) also are computed from regression equations. Both flow and water quality loads are accumulated downstream. Optionally, the model simulates the water use and the simplified groundwater systems of a basin. Water users include agricultural, municipal, industrial, and in-stream users , and reservoir operators. Water users list their potential water sources, including direct diversions, groundwater pumpage, interbasin imports, or reservoir releases, in the order in which they will be used. Direct diversions conform to basinwide water law priorities. The model is interactive, and although the input data exist in files, the user can modify them interactively. A major feature of the model is its color-graphic-output options. This report includes a description of the model, organizational charts of subroutines, and examples of the graphics. Detailed format instructions for the input data, example files of input data, definitions of program variables, and listing of the FORTRAN source code are Attachments to the report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884012","usgsCitation":"Burns, A., 1988, Computer-program documentation of an interactive-accounting model to simulate streamflow, water quality, and water-supply operations in a river basin: U.S. Geological Survey Water-Resources Investigations Report 88-4012, iv, 241 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884012.","productDescription":"iv, 241 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123236,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4012/report-thumb.jpg"},{"id":55209,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6324","contributors":{"authors":[{"text":"Burns, A.W.","contributorId":65498,"corporation":false,"usgs":true,"family":"Burns","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":196345,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2567,"text":"wsp2318 - 1988 - Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2318","title":"Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature","docAbstract":"The two-film model is often used to describe the volatilization of organic substances from water. This model assumes uniformly mixed water and air phases separated by thin films of water and air in which mass transfer is by molecular diffusion. Mass-transfer coefficients for the films, commonly called film coefficients, are related through the Henry's law constant and the model equation to the overall mass-transfer coefficient for volatilization. The films are modeled as two resistances in series, resulting in additive resistances. \r\n\r\nThe two-film model and the concept of additivity of resistances were applied to experimental data for acetone and t-butyl alcohol. Overall mass-transfer coefficients for the volatilization of acetone and t-butyl alcohol from water were measured in the laboratory in a stirred constant-temperature bath. Measurements were completed for six water temperatures, each at three water mixing conditions. Wind-speed was constant at about 0.1 meter per second for all experiments. Oxygen absorption coefficients were measured simultaneously with the measurement of the acetone and t-butyl alcohol mass-transfer coefficients. Gas-film coefficients for acetone, t-butyl alcohol, and water were determined by measuring the volatilization fluxes of the pure substances over a range of temperatures. Henry's law constants were estimated from data from the literature. The combination of high resistance in the gas film for solutes with low values of the Henry's law constants has not been studied previously. \r\n\r\nCalculation of the liquid-film coefficients for acetone and t-butyl alcohol from measured overall mass-transfer and gas-film coefficients, estimated Henry's law constants, and the two-film model equation resulted in physically unrealistic, negative liquid-film coefficients for most of the experiments at the medium and high water mixing conditions. An analysis of the two-film model equation showed that when the percentage resistance in the gas film is large and the gas-film resistance approaches the overall resistance in value, the calculated liquid-film coefficient becomes extremely sensitive to errors in the Henry's law constant. The negative coefficients were attributed to this sensitivity and to errors in the estimated Henry's law constants. \r\n\r\nLiquid-film coefficients for the absorption of oxygen were correlated with the stirrer Reynolds number and the Schmidt number. Application of this correlation with the experimental conditions and a molecular-diffusion coefficient adjustment resulted in values of the liquid-film coefficients for both acetone and t-butyl alcohol within the range expected for all three mixing conditions. Comparison of Henry's law constants calculated from these film coefficients and the experimental data with the constants calculated from literature data showed that the differences were small relative to the errors reported in the literature as typical for the measurement or estimation of Henry's law constants for hydrophilic compounds such as ketones and alcohols. \r\n\r\nTemperature dependence of the mass-transfer coefficients was expressed in two forms. The first, based on thermodynamics, assumed the coefficients varied as the exponential of the reciprocal absolute temperature. The second empirical approach assumed the coefficients varied as the exponential of the absolute temperature. Both of these forms predicted the temperature dependence of the experimental mass-transfer coefficients with little error for most of the water temperature range likely to be found in streams and rivers. \r\n\r\nLiquid-film and gas-film coefficients for acetone and t-butyl alcohol were similar in value. However, depending on water mixing conditions, overall mass-transfer coefficients for acetone were from two to four times larger than the coefficients for t-butyl alcohol. This difference in behavior of the coefficients resulted because the Henry's law constant for acetone was about three times larger than that of ","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2318","usgsCitation":"Rathbun, R.E., and Tai, D.Y., 1988, Application of the two-film model to the volatilization of acetone and t-butyl alcohol from water as a function of temperature: U.S. Geological Survey Water Supply Paper 2318, xii, 41 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2318.","productDescription":"xii, 41 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138586,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2318/report-thumb.jpg"},{"id":28836,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2318/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a8fc","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145413,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tai, D. Y.","contributorId":59778,"corporation":false,"usgs":true,"family":"Tai","given":"D.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":145412,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20189,"text":"ofr88142 - 1988 - U.S. Geological Survey ground-water studies in New Hampshire","interactions":[],"lastModifiedDate":"2012-02-02T00:07:43","indexId":"ofr88142","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-142","title":"U.S. Geological Survey ground-water studies in New Hampshire","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88142","usgsCitation":"Morrissey, D.J., 1988, U.S. Geological Survey ground-water studies in New Hampshire: U.S. Geological Survey Open-File Report 88-142, 2 p. :ill. ;28 cm., https://doi.org/10.3133/ofr88142.","productDescription":"2 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0142/report-thumb.jpg"},{"id":49733,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0142/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db612827","contributors":{"authors":[{"text":"Morrissey, D. J.","contributorId":51305,"corporation":false,"usgs":true,"family":"Morrissey","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":182224,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28714,"text":"wri874202 - 1988 - Nomenclature of regional hydrogeologic units of the Southeastern Coastal Plain aquifer system","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri874202","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4202","title":"Nomenclature of regional hydrogeologic units of the Southeastern Coastal Plain aquifer system","docAbstract":"Clastic sediments of the Southeastern Coastal Plain aquifer system can be divided into four regional aquifers separated by three regional confining units. The four regional aquifers have been named for major rivers that cut across their outcrop areas and expose the aquifer materials. From youngest to oldest, the aquifers are called the Chickasawhay River, Pearl River, Chattahoochee River, and Black Warrior River aquifers, and the regional confining units separating them are given the same name as the aquifer they overlie. Most of the regional hydrogeologic units are subdivided within each of the four States that comprise the study area. Correlation of regional units is good with hydrogeologic units delineated by a similar regional study to the west and southwest. Because of complexity created by a major geologic structure to the northeast of the study area and dramatic facies change from clastic to carbonate strata to the southeast, correlation of regional hydrogeologic units is poor in these directions. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874202","usgsCitation":"Miller, J.A., and Renken, R., 1988, Nomenclature of regional hydrogeologic units of the Southeastern Coastal Plain aquifer system: U.S. Geological Survey Water-Resources Investigations Report 87-4202, iv, 21 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874202.","productDescription":"iv, 21 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122697,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4202/report-thumb.jpg"},{"id":57547,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4202/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db6970e9","contributors":{"authors":[{"text":"Miller, J. A.","contributorId":77101,"corporation":false,"usgs":false,"family":"Miller","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200274,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Renken, R.A.","contributorId":99161,"corporation":false,"usgs":true,"family":"Renken","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":200275,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68091,"text":"ha694A - 1988 - Hydrogeology of the Great Basin region of Nevada, Utah, and adjacent states","interactions":[],"lastModifiedDate":"2017-02-21T10:46:55","indexId":"ha694A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"694","chapter":"A","title":"Hydrogeology of the Great Basin region of Nevada, Utah, and adjacent states","docAbstract":"<p>This atlas is a product of the Great Basin Regional Aquifer-System Analysis (RASA), a study that began in 1981. The study is part of a U.S. Geological Survey program for evaluating regional aquifer systems nationwide. A regional aquifer system is defined as “an areally extensive set of aquifers which are linked in some way, such as hydraulically or economically” (Harrill and others, 1983, p. 2). The purpose of the Great Basin RASA is to evaluate aquifer system in the Great Basin by developing a better understanding of recharge and discharge processes, delineating individual ground-water flow systems, and developing mathematical models of representative flow systems. Harrill and others (1983) provide a more complete background of both the national RASA program and the Great Basin RASA.</p><p>The purpose of this atlas is to delineate and describe the major hydrogeologic units in the Great Basin region and to identify those units that (1) constitute regional aquifers or (2) act as barriers to the movement of ground water. The scope of this atlas, however, is limited to a brief geologic overview of the Great Basin: lithology and areal extent of units, major structural features, and influence of tectonic events. In addition, the water-bearing characteristics of each unit are briefly summarized.</p><p>This atlas is Chapter A of the three-part Hydrologic Atlas series. Chapter B shows ground-water levels in the Great Basin region, and Chapter C shows inferred directions of ground-water flow and individual flow systems.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha694A","usgsCitation":"Plume, R.W., and Carlton, S.M., 1988, Hydrogeology of the Great Basin region of Nevada, Utah, and adjacent states: U.S. Geological Survey Hydrologic Atlas 694, 1 Sheet: 33.00 x 43.57 inches, https://doi.org/10.3133/ha694A.","productDescription":"1 Sheet: 33.00 x 43.57 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":186302,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":335841,"rank":4,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/ha694C","text":"HA-694-C","linkHelpText":"Major ground-water flow systems in the Great Basin region of Nevada, Utah, and adjacent states"},{"id":335842,"rank":2,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/ha694B","text":"HA-694-B","linkHelpText":"Ground-water levels in the Great Basin region of Nevada, Utah, and adjacent states"},{"id":89349,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/694a/plate-1.pdf","text":"Hydrologic Atlas HA-694-A","size":"16.14 MB","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Nevada, Utah","otherGeospatial":"Great Basin region","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.32226562500001,\n              42.24478535602799\n            ],\n            [\n              -120.32226562500001,\n              38.77121637244273\n            ],\n            [\n              -114.86206054687499,\n              34.867904962568716\n            ],\n            [\n              -113.983154296875,\n              37.01132594307015\n            ],\n            [\n              -111.24755859375,\n              40.136890695345905\n            ],\n            [\n              -111.060791015625,\n              42.293564192170095\n            ],\n            [\n              -120.32226562500001,\n              42.24478535602799\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db6150f4","contributors":{"authors":[{"text":"Plume, Russell W. rwplume@usgs.gov","contributorId":2303,"corporation":false,"usgs":true,"family":"Plume","given":"Russell","email":"rwplume@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":277625,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlton, Stephen M.","contributorId":56309,"corporation":false,"usgs":true,"family":"Carlton","given":"Stephen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":277626,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}