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","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrTX852","usgsCitation":"Buckner, H., Carrillo, E., and Davidson, H., 1986, Water resources data for Texas, water year 1985, volume 2. San Jacinto River, Brazos River, San Bernard River basins, and intervening coastal basins: U.S. Geological Survey Water Data Report TX-85-2, x, 429 p., https://doi.org/10.3133/wdrTX852.","productDescription":"x, 429 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":184378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1985/tx-85-2/report-thumb.jpg"},{"id":381382,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/tx-85-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -103.0517578125,\n 35.003003395276714\n ],\n [\n -103.0517578125,\n 34.06176136129718\n ],\n [\n -102.667236328125,\n 33.797408767572485\n ],\n [\n -101.84326171875,\n 33.4955977448657\n ],\n [\n -101.1181640625,\n 33.073130945006625\n ],\n [\n -100.118408203125,\n 32.602361666817515\n ],\n [\n -98.96484375,\n 31.840232667909365\n ],\n [\n -97.767333984375,\n 30.968189296794247\n ],\n [\n -97.14111328125,\n 30.44867367928756\n ],\n [\n -96.52587890625,\n 29.707139348134145\n ],\n [\n -96.21826171874999,\n 29.219302076779456\n ],\n [\n -95.95458984375,\n 28.545925723233477\n ],\n [\n -95.526123046875,\n 28.70986084394286\n ],\n [\n -95.00976562499999,\n 28.8831596093235\n ],\n [\n -94.757080078125,\n 29.248063243796576\n ],\n [\n -94.85595703125,\n 29.649868677972304\n ],\n [\n -95.03173828125,\n 29.983486718474694\n ],\n [\n -95.614013671875,\n 30.80791068136646\n ],\n [\n -96.35009765625,\n 31.5504526754715\n ],\n [\n -97.086181640625,\n 32.045332838858506\n ],\n [\n -98.06396484375,\n 32.861132322810946\n ],\n [\n -99.2724609375,\n 33.65120829920497\n ],\n [\n -100.72265625,\n 34.243594729697406\n ],\n [\n -101.458740234375,\n 34.615126683462194\n ],\n [\n -103.0517578125,\n 35.003003395276714\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc894","contributors":{"authors":[{"text":"Buckner, H.D.","contributorId":49783,"corporation":false,"usgs":true,"family":"Buckner","given":"H.D.","email":"","affiliations":[],"preferred":false,"id":256817,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carrillo, E.R.","contributorId":77924,"corporation":false,"usgs":true,"family":"Carrillo","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":256818,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davidson, H.J.","contributorId":108177,"corporation":false,"usgs":true,"family":"Davidson","given":"H.J.","email":"","affiliations":[],"preferred":false,"id":256819,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29576,"text":"wri844321 - 1986 - Design, operation, and monitoring capability of an experimental artificial-recharge facility at East Meadow, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844321","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4321","title":"Design, operation, and monitoring capability of an experimental artificial-recharge facility at East Meadow, Long Island, New York","docAbstract":"Artificial recharge with tertiary-treated sewage is being tested at East Meadow to evaluate the physical and chemical effects on the groundwater system. The recharge facility contains 11 recharge basins and 5 injection wells and is designed to accept 4 million gallons of reclaimed water per day. Of the 11 basins, 7 are recently constructed and will accept 0.5 million gallons per day each. An observation manhole (12-foot inside diameter and extending 16 feet below the basin floor) was installed in each of two basins to enable monitoring and sampling of percolating reclaimed water in the unsaturated zone with instruments such as tensiometers, gravity lysimeters, thermocouples, and soil-gas samplers. Five shallow (100-feet deep) injection wells will each return 0.5 million gallons per day to the groundwater reservoir. Three types of injection-well design are being tested; the differences are in the type of gravel pack around the well screen. When clogging at the well screen occurs, redevelopment should restore the injection capability. Flow to the basins and wells is regulated by automatic flow controllers in which a desired flow rate is maintained by electronic sensors. Basins can also operate in a constant-head mode in which a specified head is maintained in the basin automatically. An observation-well network consisting of 2-inch- and 6-inch-diameter wells was installed within a 1-square-mile area at the recharge facility to monitor aquifer response and recharge. During 48 days of operation within a 17-week period (October 1982 through January 1983), 88.5 million gallons of reclaimed water was applied to the shallow water table aquifer through the recharge basins. A 4.29-foot-high groundwater mound developed during a 14-day test; some water level increase associated with the mound was detected 1,000 ft from the basins. Preliminary water quality data from wells affected by reclaimed water show evidence that mechanisms of mixing, dilution, and dispersion are affecting chemical concentrations of certain constituents, such as nitrogen and trichloroethane, in the shallow aquifer beneath the recharge area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844321","usgsCitation":"Schneider, B., and Oaksford, E., 1986, Design, operation, and monitoring capability of an experimental artificial-recharge facility at East Meadow, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 84-4321, vi, 46 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844321.","productDescription":"vi, 46 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4321/report-thumb.jpg"},{"id":58404,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4321/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667daf","contributors":{"authors":[{"text":"Schneider, B.J.","contributorId":93539,"corporation":false,"usgs":true,"family":"Schneider","given":"B.J.","email":"","affiliations":[],"preferred":false,"id":201750,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oaksford, E. T.","contributorId":64284,"corporation":false,"usgs":true,"family":"Oaksford","given":"E. T.","affiliations":[],"preferred":false,"id":201749,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":35486,"text":"b1652 - 1986 - Late Wisconsinan glacial history of northeastern Wisconsin and western upper Michigan","interactions":[],"lastModifiedDate":"2012-02-02T00:09:47","indexId":"b1652","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1652","title":"Late Wisconsinan glacial history of northeastern Wisconsin and western upper Michigan","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/b1652","usgsCitation":"Peterson, W.L., 1986, Late Wisconsinan glacial history of northeastern Wisconsin and western upper Michigan: U.S. Geological Survey Bulletin 1652, iii, 14 p. ill., maps (1 col.) ;28 cm., https://doi.org/10.3133/b1652.","productDescription":"iii, 14 p. ill., maps (1 col.) ;28 cm.","costCenters":[],"links":[{"id":109771,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21828.htm","linkFileType":{"id":5,"text":"html"},"description":"21828"},{"id":165335,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1652/report-thumb.jpg"},{"id":63394,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/bul/1652/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":63395,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1652/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8afd","contributors":{"authors":[{"text":"Peterson, Warren Lee","contributorId":68303,"corporation":false,"usgs":true,"family":"Peterson","given":"Warren","email":"","middleInitial":"Lee","affiliations":[],"preferred":false,"id":214728,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44493,"text":"wri844153 - 1986 - Hydrogeologic and water-quality characteristics of the Cretaceous aquifer, southwestern Minnesota","interactions":[],"lastModifiedDate":"2022-02-02T23:00:26.240537","indexId":"wri844153","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4153","title":"Hydrogeologic and water-quality characteristics of the Cretaceous aquifer, southwestern Minnesota","docAbstract":"The Cretaceous aquifer in southwest Minnesota consists of discontinuous, basal sandstone beds in the Dakota Formation and the overlying Codell Sandstone Member of the Carlile Shale of the Colorado Group. These sandstone beds are not laterally or vertically persistent throughout the area and generally are separated shale beds in the Dakota Formation and in the overlying Colorado Group of Cretaceous age. Water in the Cretaceous aquifer is confined by overlying shale and by overlying till as much as 700 feet thick. Locally where the drift is permeable and thin and where the shale is missing, water in the aquifer is unconfined. Groundwater moves away from the Sioux Quartzite Ridge north toward the Minnesota River, south toward Iowa, and eastward toward the Mississippi River. Recharge to the aquifer primarily is by infiltration of precipitation that percolates through the overlying drift and underflow in the aquifer from South Dakota.
\nWater in the Cretaceous aquifer consists of five chemical types based on predominant ions; including calcium-magnesium bicarbonate, calcium-magnesium sulfate, sodium chloride, sodium bicarbonate, and sodium sulfate type waters. Dissolved-solids, chloride, and sulfate concentrations in the aquifer locally exceed standards recommended by the U.S. Environmental Protection Agency for public supplies, particularly in areas southwest of the Minnesota River.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844153","collaboration":"Prepared in cooperation with the U.S. Geological Survey","usgsCitation":"Woodward, D.G., and Anderson, H.W., 1986, Hydrogeologic and water-quality characteristics of the Cretaceous aquifer, southwestern Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4153, 2 Plates: 34.03 x 42.18 inches and 34.28 x 41.83 inches, https://doi.org/10.3133/wri844153.","productDescription":"2 Plates: 34.03 x 42.18 inches and 34.28 x 41.83 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":134726,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":395328,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36026.htm"},{"id":81855,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4153/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81854,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4153/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.58154296875,\n 43.504736854976954\n ],\n [\n -96.4434814453125,\n 43.50075243569041\n ],\n [\n -96.45996093749999,\n 45.30580259943578\n ],\n [\n -96.4764404296875,\n 45.34056313889858\n ],\n [\n -96.492919921875,\n 45.36758436884978\n ],\n [\n -96.55334472656249,\n 45.38301927899065\n ],\n [\n -96.61376953125,\n 45.40230699238177\n ],\n [\n -96.6961669921875,\n 45.41002023463975\n ],\n [\n -96.7291259765625,\n 45.463983441272745\n ],\n [\n -96.7510986328125,\n 45.4947963896697\n ],\n [\n -96.8060302734375,\n 45.54867850352087\n ],\n [\n -96.8389892578125,\n 45.590978249451936\n ],\n [\n -96.844482421875,\n 45.625563438215956\n ],\n [\n -96.8060302734375,\n 45.68315803253308\n ],\n [\n -96.712646484375,\n 45.7176863579072\n ],\n [\n -96.6357421875,\n 45.77901739936284\n ],\n [\n -96.56982421875,\n 45.832626782661556\n ],\n [\n -96.558837890625,\n 45.89383147810292\n ],\n [\n -96.5643310546875,\n 45.93969078234\n ],\n [\n -96.317138671875,\n 45.94351068030587\n ],\n [\n -96.31164550781249,\n 45.74836030216746\n ],\n [\n -94.1802978515625,\n 45.7176863579072\n ],\n [\n -94.185791015625,\n 45.66012730272194\n ],\n [\n -94.1693115234375,\n 45.6101948758674\n ],\n [\n -94.141845703125,\n 45.583289756006316\n ],\n [\n -94.13635253906249,\n 45.56021795715051\n ],\n [\n -93.5321044921875,\n 45.54867850352087\n ],\n [\n -93.52111816406249,\n 45.28648197278284\n ],\n [\n -93.5321044921875,\n 45.259422036351694\n ],\n [\n -93.5870361328125,\n 45.22461173085719\n ],\n [\n -93.6309814453125,\n 45.20913363773731\n ],\n [\n -93.636474609375,\n 45.182036837015886\n ],\n [\n -93.6859130859375,\n 45.1510532655634\n ],\n [\n -93.7518310546875,\n 45.11230010229608\n ],\n [\n -93.7957763671875,\n 45.023067895446175\n ],\n [\n -93.91113281249999,\n 45.01530198999212\n ],\n [\n -93.9166259765625,\n 44.77013681219717\n ],\n [\n -93.790283203125,\n 44.750634493861064\n ],\n [\n -93.779296875,\n 44.72332018895825\n ],\n [\n -93.6749267578125,\n 44.71941709214612\n ],\n [\n -93.6968994140625,\n 44.67646564865964\n ],\n [\n -93.812255859375,\n 44.64129986075226\n ],\n [\n -93.8671875,\n 44.61784415342067\n ],\n [\n -93.878173828125,\n 44.555249259710656\n ],\n [\n -93.8726806640625,\n 44.50825885600572\n ],\n [\n -93.922119140625,\n 44.4808302785626\n ],\n [\n -93.9385986328125,\n 44.429857265397246\n ],\n [\n -93.93310546875,\n 44.382765762252404\n ],\n [\n -93.93310546875,\n 44.33956524809713\n ],\n [\n -94.00451660156249,\n 44.3002644115815\n ],\n [\n -94.02099609375,\n 44.24913396886894\n ],\n [\n -94.02099609375,\n 44.20583500104184\n ],\n [\n -93.7847900390625,\n 44.17826452922576\n ],\n [\n -93.790283203125,\n 43.8899753738369\n ],\n [\n -93.6199951171875,\n 43.88205730390537\n ],\n [\n -93.58154296875,\n 43.504736854976954\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db61015f","contributors":{"authors":[{"text":"Woodward, D. G.","contributorId":106458,"corporation":false,"usgs":true,"family":"Woodward","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":229874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, H. W. Jr.","contributorId":11187,"corporation":false,"usgs":true,"family":"Anderson","given":"H.","suffix":"Jr.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":229873,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20957,"text":"ofr86466 - 1986 - Bibliography of the geology of the Green River Formation, Colorado, Utah, and Wyoming, to July 1, 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:07:59","indexId":"ofr86466","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-466","title":"Bibliography of the geology of the Green River Formation, Colorado, Utah, and Wyoming, to July 1, 1986","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86466","usgsCitation":"Smith, M.C., 1986, Bibliography of the geology of the Green River Formation, Colorado, Utah, and Wyoming, to July 1, 1986: U.S. Geological Survey Open-File Report 86-466, 81 leaves ;28 cm., https://doi.org/10.3133/ofr86466.","productDescription":"81 leaves ;28 cm.","costCenters":[],"links":[{"id":155284,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0466/report-thumb.jpg"},{"id":50541,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0466/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627d71","contributors":{"authors":[{"text":"Smith, Marjorie C.","contributorId":78305,"corporation":false,"usgs":true,"family":"Smith","given":"Marjorie","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":183574,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26998,"text":"wri854260 - 1986 - Infaunal macroinvertebrates of the Charlotte Harbor estuarine system and surrounding inshore waters, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri854260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4260","title":"Infaunal macroinvertebrates of the Charlotte Harbor estuarine system and surrounding inshore waters, Florida","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854260","usgsCitation":"Estevez, E., 1986, Infaunal macroinvertebrates of the Charlotte Harbor estuarine system and surrounding inshore waters, Florida: U.S. Geological Survey Water-Resources Investigations Report 85-4260, iv, 116 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854260.","productDescription":"iv, 116 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120045,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4260/report-thumb.jpg"},{"id":55886,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4260/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f3e4b07f02db5ef975","contributors":{"authors":[{"text":"Estevez, E.D.","contributorId":104946,"corporation":false,"usgs":true,"family":"Estevez","given":"E.D.","email":"","affiliations":[],"preferred":false,"id":197382,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":42669,"text":"ofr8639 - 1986 - Regional significance of lithologic correlation of Mississippian rocks at Pentagon Mountain and the Sawtooth Range, northwestern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:11:11","indexId":"ofr8639","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-39","title":"Regional significance of lithologic correlation of Mississippian rocks at Pentagon Mountain and the Sawtooth Range, northwestern Montana","language":"ENGLISH","doi":"10.3133/ofr8639","usgsCitation":"Nichols, K.M., 1986, Regional significance of lithologic correlation of Mississippian rocks at Pentagon Mountain and the Sawtooth Range, northwestern Montana: U.S. Geological Survey Open-File Report 86-39, 1 diagram :photocopy ;on sheet 61 x 92 cm., https://doi.org/10.3133/ofr8639.","productDescription":"1 diagram :photocopy ;on sheet 61 x 92 cm.","costCenters":[],"links":[{"id":176616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":80460,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0039/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c47d","contributors":{"authors":[{"text":"Nichols, K. M.","contributorId":14832,"corporation":false,"usgs":true,"family":"Nichols","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":226911,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44426,"text":"wri864120 - 1986 - Potentiometric surface, ground-water withdrawals, and recharge area for the Lisbon aquifer in Alabama, fall 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:10:31","indexId":"wri864120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4120","title":"Potentiometric surface, ground-water withdrawals, and recharge area for the Lisbon aquifer in Alabama, fall 1982","docAbstract":"The U.S. Geological Survey began a nationwide program in 1978, termed Regional Aquifer-System Analysis (RASA), to study a number of the major aquifer systems that provide a significant part of the country 's water supply. One of the aquifer systems chosen for study was the thick and extensive sequence of sands of Cretaceous and early Tertiary age that underlies the Coastal Plain of the southeastern United States. This system, which extends from Mississippi eastward to South Carolina, is called the Southeastern Coastal Plain aquifer system. It can be divided geohydrologically into several separate aquifers. The map presented, one of a series that portray the potentiometric surface, groundwater withdrawals, and recharge areas for aquifers in Alabama that are included in the regional system, deals with the Lisbon aquifer. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri864120","usgsCitation":"Williams, J.S., Planert, M., and DeJarnette, S.S., 1986, Potentiometric surface, ground-water withdrawals, and recharge area for the Lisbon aquifer in Alabama, fall 1982: U.S. Geological Survey Water-Resources Investigations Report 86-4120, 1 map : col. ; 55 x 36 cm., on sheet 59 x 97 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864120.","productDescription":"1 map : col. ; 55 x 36 cm., on sheet 59 x 97 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":173786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81725,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4120/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad1e4b07f02db6811f6","contributors":{"authors":[{"text":"Williams, John S. johnw@usgs.gov","contributorId":329,"corporation":false,"usgs":true,"family":"Williams","given":"John","email":"johnw@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":229745,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":229747,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"DeJarnette, Sydney S.","contributorId":13947,"corporation":false,"usgs":true,"family":"DeJarnette","given":"Sydney","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":229746,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":44425,"text":"wri864119 - 1986 - Potentiometric surface, ground-water withdrawals, and recharge area for the Nanafalia-Clayton aquifer in Alabama, fall 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:10:31","indexId":"wri864119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4119","title":"Potentiometric surface, ground-water withdrawals, and recharge area for the Nanafalia-Clayton aquifer in Alabama, fall 1982","docAbstract":"The U.S. Geological Survey began a nationwide program in 1978, termed Regional Aquifer-System Analysis (RASA), to study a number of the major aquifer systems that provide a significant part of the country 's water supply. One of the aquifer systems chosen for study was the thick and extensive sequence of sands for Cretaceous and early Tertiary age that underlies the Coastal Plain of the southeastern United States. This system, which extends from Mississippi eastward to South Carolina, is called the Southeastern Coastal Plain aquifer system. It can be divided geohydrologically into several separate aquifers. This map, one of a series that portray the potentiometric surface, groundwater withdrawal, and recharge areas for the aquifers in Alabama that are included in the regional system, deals with the Nanafalia-Clayton aquifer. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri864119","usgsCitation":"Williams, J.S., DeJarnette, S.S., and Planert, M., 1986, Potentiometric surface, ground-water withdrawals, and recharge area for the Nanafalia-Clayton aquifer in Alabama, fall 1982: U.S. Geological Survey Water-Resources Investigations Report 86-4119, 1 map : col. ; 55 x 36 cm., on sheet 59 x 97 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864119.","productDescription":"1 map : col. ; 55 x 36 cm., on sheet 59 x 97 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":173785,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81724,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4119/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad3e4b07f02db682635","contributors":{"authors":[{"text":"Williams, John S. johnw@usgs.gov","contributorId":329,"corporation":false,"usgs":true,"family":"Williams","given":"John","email":"johnw@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":229742,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DeJarnette, Sydney S.","contributorId":13947,"corporation":false,"usgs":true,"family":"DeJarnette","given":"Sydney","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":229743,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":229744,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":59137,"text":"mf1535C - 1986 - Summary geochemical maps for samples of rock, stream sediment, and nonmagnetic heavy-mineral concentrate, Sweetwater Roadless Area, Mono County, California and Lyon and Douglas Counties, Nevada","interactions":[],"lastModifiedDate":"2025-04-30T15:05:09.444264","indexId":"mf1535C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1535","chapter":"C","title":"Summary geochemical maps for samples of rock, stream sediment, and nonmagnetic heavy-mineral concentrate, Sweetwater Roadless Area, Mono County, California and Lyon and Douglas Counties, Nevada","docAbstract":"The Sweetwater Roadless Area lies between Yerington, Nevada, and Bridgeport, California, along the California-Nevada boundary. The area encompasses approximately 72,240 acres in Toiyabe National Forest in Mono County, California, and Lyon and Douglas Counties, Nevada.
\nThis roadless area, which lies just east of the Sierra Nevada range, exhibits rugged topography. Elevations range from about 6,160 feet near Devil's Gate to 11,673 feet at Mount Patterson.
\nGeochemical sampling was conducted during 1978, 1979, and 1980. This report summarizes the results of that investigation and provides details of the geochemical evaluation used in producing the final mineral resource assessment of the study area (Brem and others, 1984).
\nMap A shows the locations of all sites where rock samples were collected for this report and the distributions of anomalous concentrations for 12 elements in the 127 rock samples collected. In a similar manner, map B shows the collection sites for 59 samples of minus-60-mesh stream sediment, and 59 samples of nonmagnetic heavy-mineral concentrate derived from stream sediment and also shows the distributions of anomalous concentrations for 13 elements in the stream-sediment samples and 17 elements in the concentrate samples. Map C shows outlines of those drainage basins containing samples of stream sediment and concentrate with anomalous element concentrations and also shows weighted values for each outlined basin based on the number of elements with anomalous concentrations in each stream-sediment and concentrate sample and on the degree to which these concentrations are anomalous in each sample.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1535C","usgsCitation":"Chaffee, M.A., 1986, Summary geochemical maps for samples of rock, stream sediment, and nonmagnetic heavy-mineral concentrate, Sweetwater Roadless Area, Mono County, California and Lyon and Douglas Counties, Nevada: U.S. Geological Survey Miscellaneous Field Studies Map 1535, 2 Plates: 53.57 x 33.85 inches and 50.66 x 33.67 inches, https://doi.org/10.3133/mf1535C.","productDescription":"2 Plates: 53.57 x 33.85 inches and 50.66 x 33.67 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":327191,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1535-C/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327190,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1535-C/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":326381,"rank":3,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1535C.JPG"}],"scale":"62500","country":"United States","state":"California, Nevada","county":"Douglas County, Lyon County, Mono County","otherGeospatial":"Sweetwater Roadless Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -119.5,38.25 ], [ -119.5,38.5 ], [ -119.25,38.5 ], [ -119.25,38.25 ], [ -119.5,38.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6995d2","contributors":{"authors":[{"text":"Chaffee, Maurice A. mchaffee@usgs.gov","contributorId":4047,"corporation":false,"usgs":true,"family":"Chaffee","given":"Maurice","email":"mchaffee@usgs.gov","middleInitial":"A.","affiliations":[{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":261492,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44484,"text":"wri854002 - 1986 - Hydrogeology of the Lake Miona area, northeast Sumter County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:04:55","indexId":"wri854002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4002","title":"Hydrogeology of the Lake Miona area, northeast Sumter County, Florida","docAbstract":"The Lake Miona area, in northeast Sumter County, is characterized by karstic depressions that contain lakes, ponds, and marshes that drain vertically to the upper Floridan aquifer. Lake Miona, Black Lake, and Cherry Lake are the prominent water features of the area. When the lake levels are lowest, the lakes are not connected, but at higher levels, they become connected and water flows eastward from Lake Miona through Black Lake to Cherry Lake. The chemical and biological conditions in the lakes are such that, although they support a large population of submerged aquatic plants, no problem with algae blooms was observed. (USGS)","language":"ENGLISH","doi":"10.3133/wri854002","usgsCitation":"Bradner, L.A., 1986, Hydrogeology of the Lake Miona area, northeast Sumter County, Florida: U.S. Geological Survey Water-Resources Investigations Report 85-4002, 1 map : col. ; 38 x 38 cm., on sheet 70 x 92 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri854002.","productDescription":"1 map : col. ; 38 x 38 cm., on sheet 70 x 92 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":134664,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81844,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4002/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db6150fe","contributors":{"authors":[{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":229859,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44421,"text":"wri864084 - 1986 - Maps showing altitude of the potentiometric surface and changes in water levels in the aquifer in the Sparta and Memphis Sands in eastern Arkansas, spring 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:10:31","indexId":"wri864084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4084","title":"Maps showing altitude of the potentiometric surface and changes in water levels in the aquifer in the Sparta and Memphis Sands in eastern Arkansas, spring 1985","docAbstract":"Aquifers in the Tertiary Sparta and Memphis Sands are a major source of water supply for much of eastern and south-central Arkansas. Major withdrawals occur from the aquifer for industrial and public supply, with generally lesser but locally significant amounts withdrawn for agricultural uses. Water level data from wells tapping the artesian aquifer in the Sparta and Memphis Sands indicate steadily declining water levels in some areas where relatively large withdrawals occur. In addition, a simulation of water levels using projected withdrawals to the year 1990 indicated increasing water level declines in the aquifer. Because of the potential quantity and quality problems, the continual monitoring of water levels in the aquifer in the Sparta and Memphis Sands is essential for proper aquifer management and the continuation of the use of the aquifer as a major source of water for much of eastern and south-central Arkansas. The U.S. Geological Survey with the cooperation of the Arkansas Geological Commission has been monitoring water levels in the aquifer in the Sparta and Memphis Sands annually throughout the aquifer 's extent within the State of Arkansas. This report, prepared in cooperation with the Arkansas Geological Commission and the Arkansas Soil and Water Conservation Commission interprets water level data through hydrologic maps of the potentiometric surface and water level changes. The potentiometric surface map is based on water levels collected in the spring of 1985. The water level change map is based on a comparison of water levels collected in the spring of 1980 and 1985. This report includes the Sparta Sand and most of the Memphis Sand aquifer within the State of Arkansas. Little or no data are available in the northeastern part of the State where limited withdrawals from the aquifer occur. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri864084","usgsCitation":"Edds, J., and Fitzpatrick, D., 1986, Maps showing altitude of the potentiometric surface and changes in water levels in the aquifer in the Sparta and Memphis Sands in eastern Arkansas, spring 1985: U.S. Geological Survey Water-Resources Investigations Report 86-4084, 1 over-sized sheet, https://doi.org/10.3133/wri864084.","productDescription":"1 over-sized sheet","costCenters":[],"links":[{"id":173196,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81720,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4084/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db60461f","contributors":{"authors":[{"text":"Edds, Joe","contributorId":48532,"corporation":false,"usgs":true,"family":"Edds","given":"Joe","email":"","affiliations":[],"preferred":false,"id":229736,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fitzpatrick, D. J.","contributorId":33313,"corporation":false,"usgs":true,"family":"Fitzpatrick","given":"D. J.","affiliations":[],"preferred":false,"id":229735,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44490,"text":"wri844111 - 1986 - Hydrogeologic and water-quality characteristics of the Red River-Winnipeg aquifer northwestern Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T11:26:08","indexId":"wri844111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4111","title":"Hydrogeologic and water-quality characteristics of the Red River-Winnipeg aquifer northwestern Minnesota","docAbstract":"The Red River-Winnipeg aquifer of Ordovician age occupies a depression in the Proterozoic crystalline bedrock of northwestern Minnesota. The Winnipeg Formation, which underlies the Red River Formation, consists of two units: A lower shaley mudstone and an upper medium-grained sandstone. The Red River Formation consists of a lower dolomitic, dark-gray limestone and upper, slightly less-dolomitic, limestone. A porous zone at the top of the upper limestone yields most of the water to wells in the Red River-Winnipeg aquifer.
\nGround water generally flows eastward through the aquifer from North Dakota and discharges upward to wells and to overlying deposits. Yields of wells open to the full thickness of the aquifer range from 100 t 250 gallons per minute. The water is unsuitable for most uses because of the high mineral content. Dissolved-solids concentrations range from about 3,000 milligrams per liter in the eastern part of the aquifer to about 60,000 milligrams per liter in the northwestern corner of Minnesota.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844111","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Ruhl, J.F., and Adolphson, D.G., 1986, Hydrogeologic and water-quality characteristics of the Red River-Winnipeg aquifer northwestern Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4111, 2 Plates: 36.02 x 29.44 inches and 36.23 x 30.42 inches, https://doi.org/10.3133/wri844111.","productDescription":"2 Plates: 36.02 x 29.44 inches and 36.23 x 30.42 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":134701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81849,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4111/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81850,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4111/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Red River-Winnipeg aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -97.12738037109375,\n 48.28684818710906\n ],\n [\n -97.13424682617188,\n 48.34894812401375\n ],\n [\n -97.14248657226562,\n 48.37632112598019\n ],\n [\n -97.14385986328125,\n 48.40823770414505\n ],\n [\n -97.13424682617188,\n 48.44560023585716\n 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-97.06008911132811,\n 47.96326115834283\n ],\n [\n -97.05596923828125,\n 47.99451691556855\n ],\n [\n -97.06558227539062,\n 48.01381248943335\n ],\n [\n -97.07244873046875,\n 48.049627977799595\n ],\n [\n -97.10540771484375,\n 48.0762438718672\n ],\n [\n -97.108154296875,\n 48.10559716402152\n ],\n [\n -97.12188720703125,\n 48.11843396091691\n ],\n [\n -97.13424682617188,\n 48.14776316994868\n ],\n [\n -97.14248657226562,\n 48.1706649589215\n ],\n [\n -97.14042663574219,\n 48.2260449843468\n ],\n [\n -97.13768005371092,\n 48.24616833384559\n ],\n [\n -97.12532043457031,\n 48.26536960257492\n ],\n [\n -97.12738037109375,\n 48.28684818710906\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db6875ba","contributors":{"authors":[{"text":"Ruhl, J. F.","contributorId":81866,"corporation":false,"usgs":true,"family":"Ruhl","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":229867,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adolphson, D. G.","contributorId":106081,"corporation":false,"usgs":true,"family":"Adolphson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":229868,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27327,"text":"wri864044 - 1986 - Hydrologic conditions in Connors Bog Area, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri864044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4044","title":"Hydrologic conditions in Connors Bog Area, Anchorage, Alaska","docAbstract":"Connors Bog is a wetland in Anchorage, Alaska, which provides a habitat for many wildlife species and is a popular area for driving off-road vehicles. A landfill, and residential and commercial developments are present in areas which were once wetland. The main source of water is precipitation, which averages about 15 in/yr. Estimates of evapotranspiration, which is the main component of water outflow, range from 10 to 20 in/yr. Minor amounts of groundwater and surface runoff flow into the area from the northeast and southwest and flow out of the area to the northwest and south. Within the wetland, water in peat and sand is unconfined and becomes more mineralized with depth. A leachate beneath and near an abandoned landfill is characterized by concentrations of dissolved solids, dissolved chloride, and total organics that are higher than those of the area 's natural water. The maximum lateral extent of detectable contamination in 1984 was < 500 ft from the landfill 's edge. Water in glacial deposits that underlie a poorly permeable layer of silt and clay is confined. A well completed in this confined aquifer yielded water that had a low concentration of dissolved solids, 150 mg/L. The potentiometric surface of this aquifer was about 20 ft lower than the water table during 1984. Connors Lake occupies a depression that extends below adjacent groundwater levels. The 40-acre lake has a maximum depth of about 9 ft and a low rate of biological production. The quality of water in the lake has not been adversely impacted by nearby residential development or landfill operations. Lake levels appear to be influenced by precipitation and adjacent groundwater levels. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864044","usgsCitation":"Glass, R.L., 1986, Hydrologic conditions in Connors Bog Area, Anchorage, Alaska: U.S. Geological Survey Water-Resources Investigations Report 86-4044, iii, 23 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864044.","productDescription":"iii, 23 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123776,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4044/report-thumb.jpg"},{"id":56194,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6113e8","contributors":{"authors":[{"text":"Glass, R. L.","contributorId":80279,"corporation":false,"usgs":true,"family":"Glass","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197925,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44428,"text":"wri864147 - 1986 - Hydrogeology of the eastern part of the Salt River Valley area, Maricopa and Pinal Counties, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:10:32","indexId":"wri864147","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4147","title":"Hydrogeology of the eastern part of the Salt River Valley area, Maricopa and Pinal Counties, Arizona","docAbstract":"The Salt River Valley is a major agricultural and metropolitan area in semiarid south-central Arizona. Groundwater in the permeable sedimentary deposits underlying the area is a major water supply for agricultural, municipal, and industrial users. Groundwater levels have declined as much as 400 ft in recent years. Management of the remaining groundwater resources and their protection from contamination will require knowledge of the hydrogeologic framework and the water-bearing characteristics of the sedimentary units in the groundwater system. The rocks in the eastern part of the Salt River Valley are divided into six units--crystalline rocks, extrusive rocks, red units, lower unit, middle unit, and upper unit. The crystalline and extrusive rocks underlie the basin and form virtually impermeable hydrologic boundaries. The red, lower, middle and upper sedimentary units contain most of the groundwater. The red unit contains usable quantities of ground water, principally near Scottsdale, where it yields as much as 1 ,000 gallons/min (gpm) of water to wells. The lower unit, which makes up the largest volume of sedimentary deposits, consists mostly of mudstone, clay, silt, and evaporite deposits that may be as much as 10,000 ft thick in the central part of the basin. Wells tapping the mudstone, clay, silt yield 50 (gpm) or less but the conglomerate and the sand and gravel may yield as much as 3,500 gpm. The middle unit is the principal water-bearing unit in the basin and consists mostly of silt, siltstone, and silty sand and gravel. The unit is as much as 1,000 ft thick in the central part of the basin and as much as 700 ft is saturated. The unit will yield as much as 1,000 gpm where the saturated thickness is at least 500 ft. Locally, north of Mesa, the unit yields as much as 4,000 gpm. The upper unit is gravel, sand, and silt and is saturated only in a small area in the southwestern part of the basin. Where saturated, the unit may yield as much as 4,500 gpm. The upper unit transmits recharge derived from sheet flow, from flood flow in ephemeral streams, and from irrigation to the water table. (Author 's abstract)","language":"ENGLISH","doi":"10.3133/wri864147","usgsCitation":"Laney, R., and Hahn, M.E., 1986, Hydrogeology of the eastern part of the Salt River Valley area, Maricopa and Pinal Counties, Arizona: U.S. Geological Survey Water-Resources Investigations Report 86-4147, 8 maps on 4 sheets ; sheets 97 x 86 cm. and smaller, folded in envelope 32 x 25 cm., https://doi.org/10.3133/wri864147.","productDescription":"8 maps on 4 sheets ; sheets 97 x 86 cm. and smaller, folded in envelope 32 x 25 cm.","costCenters":[],"links":[{"id":172360,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81729,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4147/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81730,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4147/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81727,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4147/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81728,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4147/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db614e97","contributors":{"authors":[{"text":"Laney, R. L.","contributorId":83889,"corporation":false,"usgs":true,"family":"Laney","given":"R. L.","affiliations":[],"preferred":false,"id":229752,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hahn, Mary Ellen","contributorId":83188,"corporation":false,"usgs":true,"family":"Hahn","given":"Mary","email":"","middleInitial":"Ellen","affiliations":[],"preferred":false,"id":229751,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44433,"text":"wri854305 - 1986 - Potentiometric-surface map of the Wyodak-Anderson coal bed, Powder River structural basin, Wyoming, 1973-84","interactions":[],"lastModifiedDate":"2022-12-15T21:01:05.133802","indexId":"wri854305","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4305","title":"Potentiometric-surface map of the Wyodak-Anderson coal bed, Powder River structural basin, Wyoming, 1973-84","docAbstract":"Previous water level maps of shallow aquifers in the Powder River structural basin in Wyoming were based on water levels from wells completed in different stratigraphic intervals within thick sequences of sedimentary rocks. A potentiometric surface using water levels from a single aquifer had never been mapped throughout the basin. The sandstone aquifers in the Fort Union Formation of Paleocene age and the Wasatch Formation of Eocene age are discontinuous and lenticular, and do not extend even short distances. Coal aquifers are more continuous and the Wyodak-Anderson coal bed, in the Fort Union Formation, has been mapped in much of the Powder River structural basin in Wyoming. Water level altitudes in the Wyodak-Anderson coal bed and other stratigraphically equivalent coal beds were mapped to determine if they represent a continuous potentiometric surface in the Powder River structural basin. The potentiometric surface, except in the vicinity of the Wyodak mine east of Gillette, represents a premining condition as it was based on water level measurements made during 1973-84 that were not significantly affected by mining. The map was prepared in cooperation with the U.S. Bureau of Land Management. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854305","usgsCitation":"Daddow, P.B., 1986, Potentiometric-surface map of the Wyodak-Anderson coal bed, Powder River structural basin, Wyoming, 1973-84: U.S. Geological Survey Water-Resources Investigations Report 85-4305, 1 Plate: 41.93 × 35.61 inches, https://doi.org/10.3133/wri854305.","productDescription":"1 Plate: 41.93 × 35.61 inches","costCenters":[],"links":[{"id":173276,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":410576,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36439.htm","linkFileType":{"id":5,"text":"html"}},{"id":81734,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4305/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","otherGeospatial":"Powder River structural basin, Wyodak-Anderson coal bed","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -107,\n 45\n ],\n [\n -107,\n 43.317\n ],\n [\n -105.094,\n 43.317\n ],\n [\n -105.094,\n 45\n ],\n [\n -107,\n 45\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad3e4b07f02db681e8b","contributors":{"authors":[{"text":"Daddow, Pamela B.","contributorId":7762,"corporation":false,"usgs":true,"family":"Daddow","given":"Pamela","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":229761,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18584,"text":"ofr8697 - 1986 - A comparison of analytic and simulation methods for petroleum play analysis and aggregation","interactions":[],"lastModifiedDate":"2012-02-02T00:07:29","indexId":"ofr8697","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-97","title":"A comparison of analytic and simulation methods for petroleum play analysis and aggregation","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8697","usgsCitation":"Crovelli, R., 1986, A comparison of analytic and simulation methods for petroleum play analysis and aggregation: U.S. Geological Survey Open-File Report 86-97, i, 21 p. ;28 cm., https://doi.org/10.3133/ofr8697.","productDescription":"i, 21 p. ;28 cm.","costCenters":[],"links":[{"id":151887,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0097/report-thumb.jpg"},{"id":47932,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0097/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0ffd","contributors":{"authors":[{"text":"Crovelli, R. A.","contributorId":40969,"corporation":false,"usgs":true,"family":"Crovelli","given":"R. A.","affiliations":[],"preferred":false,"id":179388,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44410,"text":"wri864201 - 1986 - Ground-water availability in the eastern part of the Lake Ontario Basin, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:10:31","indexId":"wri864201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4201","title":"Ground-water availability in the eastern part of the Lake Ontario Basin, New York","docAbstract":"A set of three maps show surficial geology, significant unconsolidated aquifers and well yield, and selected well locations for the Lake Ontario basin, New York. In the low areas , glaciers and wave action of former high-level lakes deposited permeable sand and gravel to form aquifers that yield more than 10 gal/min of water to wells. Small quantities of water (less than 2 gal/min) can be pumped from dug wells that top till and fine lake-sediment deposits. (USGS)","language":"ENGLISH","doi":"10.3133/wri864201","usgsCitation":"Miller, T.S., 1986, Ground-water availability in the eastern part of the Lake Ontario Basin, New York: U.S. Geological Survey Water-Resources Investigations Report 86-4201, 3 maps ; 66 x 66 cm., on sheets 76 x 76 cm. and 76 x 96 cm., folded in envelope 33 x 25 cm., https://doi.org/10.3133/wri864201.","productDescription":"3 maps ; 66 x 66 cm., on sheets 76 x 76 cm. and 76 x 96 cm., folded in envelope 33 x 25 cm.","costCenters":[],"links":[{"id":173688,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81704,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4201/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81705,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4201/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81706,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4201/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d355","contributors":{"authors":[{"text":"Miller, Todd S. tsmiller@usgs.gov","contributorId":1190,"corporation":false,"usgs":true,"family":"Miller","given":"Todd","email":"tsmiller@usgs.gov","middleInitial":"S.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229719,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44431,"text":"wri864166 - 1986 - Quality of water resources of the Ouachita National Forest, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:10:32","indexId":"wri864166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4166","title":"Quality of water resources of the Ouachita National Forest, Arkansas","docAbstract":"Surface water and groundwater quality was documented in the Ouachita National Forest by collecting surface water quality data at 15 points and groundwater quality data at 11 sites from April 1984 through August 1985. The data were compared to drinking water standards and the results are tabulated. Surface water in the Ouachita National Forest is relatively abundant. It is low in mineralization and chemically suitable for most uses with minimal treatment. Groundwater is relatively scarce. The low yields of wells limit the use of groundwater primarily to domestic use. The water is chemically suitable for most purposes but may require treatment for the removal of iron. (Peters-PTT)","language":"ENGLISH","doi":"10.3133/wri864166","usgsCitation":"Cole, E.F., and Morris, E.E., 1986, Quality of water resources of the Ouachita National Forest, Arkansas: U.S. Geological Survey Water-Resources Investigations Report 86-4166, 2 maps ; 26 x 43 cm. and 22 x 27 cm., on sheet 89 x 113 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864166.","productDescription":"2 maps ; 26 x 43 cm. and 22 x 27 cm., on sheet 89 x 113 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":172453,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81733,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4166/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ae4b07f02db6515d1","contributors":{"authors":[{"text":"Cole, Elizabeth F.","contributorId":72449,"corporation":false,"usgs":true,"family":"Cole","given":"Elizabeth","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":229756,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morris, E. E.","contributorId":93493,"corporation":false,"usgs":true,"family":"Morris","given":"E.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":229757,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44407,"text":"wri864183 - 1986 - Potentiometric surface of the Floridan aquifer system in the Northwest Florida Water Management District, May 1985","interactions":[],"lastModifiedDate":"2022-02-22T21:54:39.615731","indexId":"wri864183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4183","title":"Potentiometric surface of the Floridan aquifer system in the Northwest Florida Water Management District, May 1985","docAbstract":"The potentiometric surface map of the Floridan aquifer system in the northwest Florida Water Management District depicts the level to which water rose in tightly cased wells that tap the Floridan aquifer system in May 1985. The surface was mapped by determining the altitude of water levels in a network of wells and is represented on maps by contours that connect points of equal altitude. The northwest Florida Water Management District consists of about 12,000 sq mi, including all or part of 16 counties in northwest Florida. The Florida aquifer system is the principal source of freshwater for north Florida.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864183","usgsCitation":"Rosenau, J.C., and Meadows, P.E., 1986, Potentiometric surface of the Floridan aquifer system in the Northwest Florida Water Management District, May 1985: U.S. Geological Survey Water-Resources Investigations Report 86-4183, 1 Plate: 36.00 × 23.81 inches, https://doi.org/10.3133/wri864183.","productDescription":"1 Plate: 36.00 × 23.81 inches","costCenters":[],"links":[{"id":172931,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":396288,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36606.htm"},{"id":81695,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4183/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Northwest Florida Water Management District","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.1982421875,\n 29.611670115197377\n ],\n [\n -83.8916015625,\n 29.611670115197377\n ],\n [\n -83.8916015625,\n 31.840232667909365\n ],\n [\n -88.1982421875,\n 31.840232667909365\n ],\n [\n -88.1982421875,\n 29.611670115197377\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682f49","contributors":{"authors":[{"text":"Rosenau, Jack C.","contributorId":88719,"corporation":false,"usgs":true,"family":"Rosenau","given":"Jack","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":229715,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meadows, Paul E.","contributorId":101631,"corporation":false,"usgs":true,"family":"Meadows","given":"Paul","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":229716,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13496,"text":"ofr85626 - 1986 - Hydrology and ecology of the Apalachicola River, Florida; a summary of the river quality assessment","interactions":[{"subject":{"id":13496,"text":"ofr85626 - 1986 - Hydrology and ecology of the Apalachicola River, Florida; a summary of the river quality assessment","indexId":"ofr85626","publicationYear":"1986","noYear":false,"title":"Hydrology and ecology of the Apalachicola River, Florida; a summary of the river quality assessment"},"predicate":"SUPERSEDED_BY","object":{"id":1309,"text":"wsp2196D - 1988 - Hydrology and ecology of the Apalachicola River, Florida : a summary of the river quality assessment","indexId":"wsp2196D","publicationYear":"1988","noYear":false,"chapter":"D","title":"Hydrology and ecology of the Apalachicola River, Florida : a summary of the river quality assessment"},"id":1}],"supersededBy":{"id":1309,"text":"wsp2196D - 1988 - Hydrology and ecology of the Apalachicola River, Florida : a summary of the river quality assessment","indexId":"wsp2196D","publicationYear":"1988","noYear":false,"title":"Hydrology and ecology of the Apalachicola River, Florida : a summary of the river quality assessment"},"lastModifiedDate":"2020-10-09T16:24:48.172332","indexId":"ofr85626","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-626","title":"Hydrology and ecology of the Apalachicola River, Florida; a summary of the river quality assessment","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr85626","usgsCitation":"Elder, J.F., Flagg, S., and Mattraw, H., 1986, Hydrology and ecology of the Apalachicola River, Florida; a summary of the river quality assessment: U.S. Geological Survey Open-File Report 85-626, vi, 46 p., https://doi.org/10.3133/ofr85626.","productDescription":"vi, 46 p.","costCenters":[],"links":[{"id":379280,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0626/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144580,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0626/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Apalachicola River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.63,24.52 ], [ -87.63,31.0 ], [ -80.03,31.0 ], [ -80.03,24.52 ], [ -87.63,24.52 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e8e0","contributors":{"authors":[{"text":"Elder, J. F.","contributorId":54143,"corporation":false,"usgs":true,"family":"Elder","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":167898,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flagg, S.D.","contributorId":91502,"corporation":false,"usgs":true,"family":"Flagg","given":"S.D.","email":"","affiliations":[],"preferred":false,"id":167899,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mattraw, H. C.","contributorId":45712,"corporation":false,"usgs":true,"family":"Mattraw","given":"H. C.","affiliations":[],"preferred":false,"id":167897,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28856,"text":"wri844144 - 1986 - Investigation of the need for discharge adjustments for unsteady flow at selected gaging stations on streams in Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri844144","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4144","title":"Investigation of the need for discharge adjustments for unsteady flow at selected gaging stations on streams in Tennessee","docAbstract":"Measured discharges made during rising or falling stages generally require adjustments to refine constant-stage rating curves (stage-discharge relations) for gaged sites. Measurements at 42 gaging stations on Tennessee streams were selected for adjustment. Two methods, generally accepted by the U.S. Geological Survey, were tested: (1) the slope method adjusts the discharge for changing slope during the measurement, and (2) the storage method adjusts for change in channel storage. Both methods are related to the rate of change in stage. The initial results of the storage method of adjustments were unsatisfactory because of uncertainty in determining channel storage at each site, and a specific trend in the results could not be defined. Consequently, the storage method of adjustment was deleted from successive analyses. Maximum adjustments in measured discharge using the slope method were less than 5 percent at 28 of the 42 stations and less than 10 percent at 39 of the 42 stations used in the analyses. The adjustments were small because most of the measurements were made during nearly stable stage. Adjustments of measurements made during stage changes of several feet per hour could be considerably larger than 10 percent. Stage records at 10 stations showed that maximum change in stage during rises were considerably higher than the change in stage observed during the measurements. Large adjustments are usually required for a short period of time on the rising side of a hydrograph and smaller adjustments are required for a longer period of time on the falling side. Maximum adjustments in discharge using the slope method were less than 5 percent at three of the 10 stations and less than 30 percent at eight of the 10 stations used in the analyses. The mean discharge for the adjusted and unadjusted hydrographs are about the same. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844144","usgsCitation":"Neely, B., and Bingham, R., 1986, Investigation of the need for discharge adjustments for unsteady flow at selected gaging stations on streams in Tennessee: U.S. Geological Survey Water-Resources Investigations Report 84-4144, iv, 21 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844144.","productDescription":"iv, 21 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":2339,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri844144","linkFileType":{"id":5,"text":"html"}},{"id":123970,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_84_4144.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f4284","contributors":{"authors":[{"text":"Neely, B.L.","contributorId":90344,"corporation":false,"usgs":true,"family":"Neely","given":"B.L.","affiliations":[],"preferred":false,"id":200513,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bingham, R.H.","contributorId":37301,"corporation":false,"usgs":true,"family":"Bingham","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":200512,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}