{"pageNumber":"4530","pageRowStart":"113225","pageSize":"25","recordCount":165969,"records":[{"id":8631,"text":"ofr8514 - 1985 - Reconnaissance geology of the Al Hufayr Quadrangle, sheet 27/41A, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-07T17:05:47","indexId":"ofr8514","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-14","title":"Reconnaissance geology of the Al Hufayr Quadrangle, sheet 27/41A, Kingdom of Saudi Arabia","docAbstract":"<p>The Al Hufayr quadrangle (27/41 A) lies at the northern edge of the Arabian Shield between lat 27 30' and 28 00' N. and long 41 00' and 41 30' E. A cataclastically foliated syenogranite, the oldest rock exposed in the quadrangle, crops out in a restricted area in the south-central part of the quadrangle. Younger, weakly metamorphosed metarhyolite and minor metabasalt, arkosic sandstone, and conglomerate crop out north of the syenogranite and are correlated with lithologically similar rocks exposed to the south that comprise the Hadn formation. Most of the intrusive rocks in the quadrangle are peralkaline or have a peralkaline affinity and are characterized by the presence of soda pyriboles. A large mountain known as Jibal Aja extends into the southeast corner of the quadrangle and is composed of postorogenic peralkaline alkali granite plutons that form concentric rings around a core granophyre. A small plug of Tertiary alkali basalt crops out near the southeast corner of the quadrangle. Eighty percent of the quadrangle is covered by a thick accumulation of eolian sand that forms the southern edge of the An Nafud dune field.</p>\n<p>The plutons of the Aja suite represent samples of magma that depict the evolution of a batholith-scale magma body that solidified to the Aja suite. The major- and rare-earthelement chemical variation observed among the components of the suite is a consequence of a discontinuous process that involved chemical evolution via separation of silicate liquid from earlier formed crystals, and emplacement of batches of magma, whose compositions represent stages of the process.</p>\n<p>Resource potential in the quadrangle is low. No ancient mines are reported in this quadrangle. Geochemical data for a limited number of pan concentrates of wadi sediment from wadis draining the peralkaline rocks of Jibal Aja show distinctive associations of incompatible lithophile elements. A similar association of elements has previously been shown to be diagnostic of peralkaline granite in the northeast part of the Shield but does not imply high resource potential.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8514","usgsCitation":"Du Bray, E., and Stoeser, D.B., 1985, Reconnaissance geology of the Al Hufayr Quadrangle, sheet 27/41A, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 85-14, ii, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8514.","productDescription":"ii, 41 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":36235,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0014/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36236,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0014/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143430,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0014/report-thumb.jpg"}],"country":"Saudi Arabia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              41,\n              27\n            ],\n            [\n              41,\n              28\n            ],\n            [\n              42,\n              28\n            ],\n            [\n              42,\n              27\n            ],\n            [\n              41,\n              27\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db640fe8","contributors":{"authors":[{"text":"Du Bray, E. 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,{"id":9504,"text":"ofr85120 - 1985 - Geologic map of the Castle Cliff and Jarvis Peak quadrangles, Washington County, Utah","interactions":[],"lastModifiedDate":"2022-10-27T20:25:26.90755","indexId":"ofr85120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-120","title":"Geologic map of the Castle Cliff and Jarvis Peak quadrangles, Washington County, Utah","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr85120","usgsCitation":"Hintze, L., 1985, Geologic map of the Castle Cliff and Jarvis Peak quadrangles, Washington County, Utah: U.S. Geological Survey Open-File Report 85-120, Report: 19 p. ; 3 Plates: 23.60 x 29.72 inches or smaller, https://doi.org/10.3133/ofr85120.","productDescription":"Report: 19 p. ; 3 Plates: 23.60 x 29.72 inches or smaller","costCenters":[],"links":[{"id":108697,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16722.htm","linkFileType":{"id":5,"text":"html"},"description":"16722"},{"id":140974,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0120/report-thumb.jpg"},{"id":37210,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0120/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37209,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0120/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37208,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0120/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37207,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0120/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","county":"Washington County","otherGeospatial":"Castle Cliff and Jarvis Peak quadrangles","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -114,\n              37.125\n            ],\n            [\n              -114,\n              37\n            ],\n            [\n              -113.75,\n              37\n            ],\n            [\n              -113.75,\n              37.125\n            ],\n            [\n              -114,\n              37.125\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b09e4b07f02db69bd22","contributors":{"authors":[{"text":"Hintze, L. F.","contributorId":85589,"corporation":false,"usgs":true,"family":"Hintze","given":"L. F.","affiliations":[],"preferred":false,"id":159800,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9642,"text":"ofr84804 - 1985 - Quality of ground water used for public supply in Florida, 1983-84","interactions":[],"lastModifiedDate":"2012-02-02T00:06:13","indexId":"ofr84804","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-804","title":"Quality of ground water used for public supply in Florida, 1983-84","docAbstract":"From October 1983 through March 1984, a chemical sampling reconnaissance was made of ground water used for public supply for 91 communities throughout Florida. Public supply wells present an excellent network for collecting baseline water-quality information on the quality of ground water prior to any treatment because they are located throughout the State, are in the most populated areas, usually have continuous and often high pumpage, and have great health and economic significance. The reconnaissance was part of several project tasks sponsored by the Florida Department of Environmental Regulation to develop guidelines and data bases for use in the design and implementation of a statewide ground-water monitoring network as mandated by the recent enactment of Florida 's Water Quality Assurance Act of 1983. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84804","usgsCitation":"Irwin, G.A., Kirkland, R., and Pruitt, J.B., 1985, Quality of ground water used for public supply in Florida, 1983-84: U.S. Geological Survey Open-File Report 84-804, One sheet :ill., map ;63 x 96 cm., folded to 28 x 22 cm., https://doi.org/10.3133/ofr84804.","productDescription":"One sheet :ill., map ;63 x 96 cm., folded to 28 x 22 cm.","costCenters":[],"links":[{"id":141986,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":37375,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0804/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a72e4b07f02db642c00","contributors":{"authors":[{"text":"Irwin, G. A.","contributorId":35733,"corporation":false,"usgs":true,"family":"Irwin","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":160038,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kirkland, R.T.","contributorId":24786,"corporation":false,"usgs":true,"family":"Kirkland","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":160037,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pruitt, J. B.","contributorId":56222,"corporation":false,"usgs":true,"family":"Pruitt","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":160039,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10399,"text":"ofr8520 - 1985 - Coal petrographic laboratory procedures and safety manual","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr8520","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-20","title":"Coal petrographic laboratory procedures and safety manual","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8520","usgsCitation":"Moore, T., and Stanton, R., 1985, Coal petrographic laboratory procedures and safety manual: U.S. Geological Survey Open-File Report 85-20, iii, 72 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8520.","productDescription":"iii, 72 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143951,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0020/report-thumb.jpg"},{"id":38241,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ade4b07f02db5c6d6d","contributors":{"authors":[{"text":"Moore, T.A.","contributorId":91101,"corporation":false,"usgs":true,"family":"Moore","given":"T.A.","email":"","affiliations":[],"preferred":false,"id":161323,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stanton, R.W.","contributorId":19164,"corporation":false,"usgs":true,"family":"Stanton","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":161322,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8395,"text":"ofr8562 - 1985 - Great Salt Lake and vicinity, Utah, satellite image map","interactions":[],"lastModifiedDate":"2019-11-25T11:50:50","indexId":"ofr8562","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-62","title":"Great Salt Lake and vicinity, Utah, satellite image map","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8562","usgsCitation":"Colvocoresses, A.P., 1985, Great Salt Lake and vicinity, Utah, satellite image map: U.S. Geological Survey Open-File Report 85-62, 7 p. , https://doi.org/10.3133/ofr8562.","productDescription":"7 p. ","costCenters":[],"links":[{"id":142089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0062/report-thumb.jpg"},{"id":369544,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Great Salt Lake area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.258056640625,\n              40.55972134684838\n            ],\n            [\n              -111.741943359375,\n              40.55972134684838\n            ],\n            [\n              -111.741943359375,\n              41.68522004222073\n            ],\n            [\n              -113.258056640625,\n              41.68522004222073\n            ],\n            [\n              -113.258056640625,\n              40.55972134684838\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671d1b","contributors":{"authors":[{"text":"Colvocoresses, Alden P.","contributorId":72779,"corporation":false,"usgs":true,"family":"Colvocoresses","given":"Alden","email":"","middleInitial":"P.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":157651,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8816,"text":"ofr85283 - 1985 - Principal facts for two-hundred-thirty-three gravity stations near the Three Sisters Wilderness Area, Oregon","interactions":[],"lastModifiedDate":"2023-07-14T14:31:32.426081","indexId":"ofr85283","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-283","title":"Principal facts for two-hundred-thirty-three gravity stations near the Three Sisters Wilderness Area, Oregon","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85283","usgsCitation":"Finn, C.A., Spydell, D., and Williams, D., 1985, Principal facts for two-hundred-thirty-three gravity stations near the Three Sisters Wilderness Area, Oregon: U.S. Geological Survey Open-File Report 85-283, 9 p., https://doi.org/10.3133/ofr85283.","productDescription":"9 p.","costCenters":[],"links":[{"id":36391,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0283/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141665,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0283/report-thumb.jpg"}],"country":"United States","state":"Oregon","otherGeospatial":"Three Sisters Wilderness","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -122.18603711677817,\n              44.17070520964839\n            ],\n            [\n              -122.18603711677817,\n              43.804486566458706\n            ],\n            [\n              -121.69206673765245,\n              43.804486566458706\n            ],\n            [\n              -121.69206673765245,\n              44.17070520964839\n            ],\n            [\n              -122.18603711677817,\n              44.17070520964839\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db6672eb","contributors":{"authors":[{"text":"Finn, Carol A. 0000-0002-6178-0405 cfinn@usgs.gov","orcid":"https://orcid.org/0000-0002-6178-0405","contributorId":1326,"corporation":false,"usgs":true,"family":"Finn","given":"Carol","email":"cfinn@usgs.gov","middleInitial":"A.","affiliations":[{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":158376,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spydell, D.R.","contributorId":86764,"corporation":false,"usgs":true,"family":"Spydell","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":158377,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Williams, D.L.","contributorId":7681,"corporation":false,"usgs":true,"family":"Williams","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":158375,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9859,"text":"ofr85157 - 1985 - Sediment discharge data for selected sites in the Susitna River basin, Alaska, October 1982 to February 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:06:16","indexId":"ofr85157","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-157","title":"Sediment discharge data for selected sites in the Susitna River basin, Alaska, October 1982 to February 1984","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85157","usgsCitation":"Knott, J.M., and Lipscomb, S.W., 1985, Sediment discharge data for selected sites in the Susitna River basin, Alaska, October 1982 to February 1984: U.S. Geological Survey Open-File Report 85-157, v, 78 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr85157.","productDescription":"v, 78 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":110630,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75760.htm","linkFileType":{"id":5,"text":"html"},"description":"75760"},{"id":142659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0157/report-thumb.jpg"},{"id":37652,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0157/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37653,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0157/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc068","contributors":{"authors":[{"text":"Knott, J. M.","contributorId":77909,"corporation":false,"usgs":true,"family":"Knott","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":160418,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lipscomb, S. W.","contributorId":65083,"corporation":false,"usgs":true,"family":"Lipscomb","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":160417,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8815,"text":"ofr85280 - 1985 - Principal facts for two-hundred-thirty-five gravity stations near Craters of the Moon, Idaho","interactions":[],"lastModifiedDate":"2023-07-14T14:13:52.8185","indexId":"ofr85280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-280","title":"Principal facts for two-hundred-thirty-five gravity stations near Craters of the Moon, Idaho","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85280","usgsCitation":"Finn, C.A., Spydell, D., and Williams, D., 1985, Principal facts for two-hundred-thirty-five gravity stations near Craters of the Moon, Idaho: U.S. Geological Survey Open-File Report 85-280, 10 p., https://doi.org/10.3133/ofr85280.","productDescription":"10 p.","costCenters":[],"links":[{"id":36390,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0280/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142773,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0280/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Craters of the Moon","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -113.92273123234003,\n              43.32121808771802\n            ],\n            [\n              -114.05829625221871,\n              43.1663853482074\n            ],\n            [\n              -113.92440487456086,\n              42.876393414415105\n            ],\n            [\n              -113.59469735707899,\n              42.92053104227105\n            ],\n            [\n              -113.42231220834466,\n              42.882525529797306\n            ],\n            [\n              -113.3185463906595,\n              42.698451930460266\n            ],\n            [\n              -113.16624494857363,\n              42.69107140332423\n            ],\n            [\n              -113.0541109197855,\n              42.79186267956925\n            ],\n            [\n              -113.24825341738911,\n              43.16287688140724\n            ],\n            [\n              -113.24657977516827,\n              43.29336012202691\n            ],\n            [\n              -113.23319063740448,\n              43.363102515750086\n            ],\n            [\n              -113.27670533514306,\n              43.42147918514988\n            ],\n            [\n              -113.31352546399911,\n              43.57081271053329\n            ],\n            [\n              -113.42398585056641,\n              43.590211063941126\n            ],\n            [\n              -113.54616173267918,\n              43.572025290725605\n            ],\n            [\n              -113.70348410142716,\n              43.40081054563208\n            ],\n            [\n              -113.90934209457582,\n              43.372835865485996\n            ],\n            [\n              -113.92273123234003,\n              43.32121808771802\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6676b9","contributors":{"authors":[{"text":"Finn, Carol A. 0000-0002-6178-0405 cfinn@usgs.gov","orcid":"https://orcid.org/0000-0002-6178-0405","contributorId":1326,"corporation":false,"usgs":true,"family":"Finn","given":"Carol","email":"cfinn@usgs.gov","middleInitial":"A.","affiliations":[{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":158373,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spydell, D.R.","contributorId":86764,"corporation":false,"usgs":true,"family":"Spydell","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":158374,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Williams, D.L.","contributorId":7681,"corporation":false,"usgs":true,"family":"Williams","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":158372,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8632,"text":"ofr8510 - 1985 - Results of grid sampling and large-scale geologic mapping for the Silsilah tin deposit, Saudi Arabia","interactions":[],"lastModifiedDate":"2012-02-02T00:06:22","indexId":"ofr8510","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-10","title":"Results of grid sampling and large-scale geologic mapping for the Silsilah tin deposit, Saudi Arabia","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8510","usgsCitation":"Du Bray, E., Smith, C.W., and Samater, R., 1985, Results of grid sampling and large-scale geologic mapping for the Silsilah tin deposit, Saudi Arabia: U.S. Geological Survey Open-File Report 85-10, ii, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8510.","productDescription":"ii, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":143449,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0010/report-thumb.jpg"},{"id":36237,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0010/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36238,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6147de","contributors":{"authors":[{"text":"Du Bray, E. A.","contributorId":22333,"corporation":false,"usgs":true,"family":"Du Bray","given":"E. A.","affiliations":[],"preferred":false,"id":158060,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, C. W.","contributorId":57457,"corporation":false,"usgs":true,"family":"Smith","given":"C.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":158061,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Samater, R.M.","contributorId":82694,"corporation":false,"usgs":true,"family":"Samater","given":"R.M.","affiliations":[],"preferred":false,"id":158062,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1675,"text":"wsp2271 - 1985 - Pesticides in the nation's rivers, 1975-1980, and implications for future monitoring","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2271","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2271","title":"Pesticides in the nation's rivers, 1975-1980, and implications for future monitoring","docAbstract":"Water samples were taken four times per year and bed-sediment samples two times per year during 1975-80 at 160 to 180 stations on major rivers of the United States. Samples were analyzed for 18 insecticides and 4 herbicides, which together accounted for about one-third of the total amount of all pesticides applied to major crops during 1975-80. Fewer than 10 percent of almost 3,000 water samples and fewer than 20 percent of almost 1,000 bed-sediment samples contained reportable concentrations of any of the compounds. The patterns of detection result from a combination of widely variable detection capabilities, chemical properties, and use. Most detections in water samples were of relatively persistent yet soluble compounds: atrazine (4.8 percent of samples), diazinon (1.2), and lindane (1.1). Most detections in bed-sediment samples were of the hydrophobic and persistent insecticides: DDE (17 percent of samples), DDD (12), dieldrin (12), chlordane (9.9), and DDT (8.5). Only for atrazine in water, and for DDE, DDD, DDT, and chlordane in bed sediments, were geographic patterns of detection correlated (pH<0.10) with use on farms. Detections of organochlorine insecticides in both water and bed sediments appear to have erratically but gradually decreased during 1975-80. For the 1975-79 period, more stations had downtrends than had uptrends in bed-sediment levels of organochlorines. No clear trends were evident in concentrations of organophosphate insecticides or herbicides in either water or bed sediments. Findings suggest that future pesticide monitoring efforts must be responsive to changes in pesticides used and to geographic patterns of use. Different types of monitoring approaches are necesssary for chemicals having different chemical and physical properties. Before an effective dynamic monitoring effort can be designed, however, selected case studies are needed to characterize and refine sampling and analytical capabilities for different types of chemicals, river environments, and sample types.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2271","usgsCitation":"Gilliom, R.J., Alexander, R.B., and Smith, R.A., 1985, Pesticides in the nation's rivers, 1975-1980, and implications for future monitoring: U.S. Geological Survey Water Supply Paper 2271, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2271.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138236,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2271/report-thumb.jpg"},{"id":26750,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2271/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae018","contributors":{"authors":[{"text":"Gilliom, Robert J. rgilliom@usgs.gov","contributorId":488,"corporation":false,"usgs":true,"family":"Gilliom","given":"Robert","email":"rgilliom@usgs.gov","middleInitial":"J.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":143955,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, Richard B. 0000-0001-9166-0626 ralex@usgs.gov","orcid":"https://orcid.org/0000-0001-9166-0626","contributorId":541,"corporation":false,"usgs":true,"family":"Alexander","given":"Richard","email":"ralex@usgs.gov","middleInitial":"B.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":503,"text":"Office of Water Quality","active":true,"usgs":true}],"preferred":true,"id":143956,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smith, Richard A. 0000-0003-2117-2269 rsmith1@usgs.gov","orcid":"https://orcid.org/0000-0003-2117-2269","contributorId":580,"corporation":false,"usgs":true,"family":"Smith","given":"Richard","email":"rsmith1@usgs.gov","middleInitial":"A.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37778,"text":"WMA - Integrated Modeling and Prediction Division","active":true,"usgs":true},{"id":503,"text":"Office of Water Quality","active":true,"usgs":true}],"preferred":true,"id":143957,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1403,"text":"wsp2273 - 1985 - Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon","interactions":[{"subject":{"id":8956,"text":"ofr84578 - 1984 - The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon","indexId":"ofr84578","publicationYear":"1984","noYear":false,"title":"The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":1403,"text":"wsp2273 - 1985 - Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon","indexId":"wsp2273","publicationYear":"1985","noYear":false,"title":"Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon"},"id":1}],"lastModifiedDate":"2017-02-03T13:46:54","indexId":"wsp2273","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2273","title":"Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2273","usgsCitation":"Gallino, G.L., and Pierson, T.C., 1985, Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon: U.S. Geological Survey Water Supply Paper 2273, vi, 22 p. :ill., maps ;28 cm.; 1 plate in pocket, https://doi.org/10.3133/wsp2273.","productDescription":"vi, 22 p. :ill., maps ;28 cm.; 1 plate in pocket","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":26494,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2273/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26495,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2273/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137408,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2273/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684cac","contributors":{"authors":[{"text":"Gallino, Gary L.","contributorId":11199,"corporation":false,"usgs":true,"family":"Gallino","given":"Gary","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":143691,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pierson, Thomas C. 0000-0001-9002-4273 tpierson@usgs.gov","orcid":"https://orcid.org/0000-0001-9002-4273","contributorId":2498,"corporation":false,"usgs":true,"family":"Pierson","given":"Thomas","email":"tpierson@usgs.gov","middleInitial":"C.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":143690,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1918,"text":"wsp2277 - 1985 - A primer on trace metal-sediment chemistry","interactions":[{"subject":{"id":9582,"text":"ofr84709 - 1984 - A primer on trace metal-sediment chemistry","indexId":"ofr84709","publicationYear":"1984","noYear":false,"title":"A primer on trace metal-sediment chemistry"},"predicate":"SUPERSEDED_BY","object":{"id":1918,"text":"wsp2277 - 1985 - A primer on trace metal-sediment chemistry","indexId":"wsp2277","publicationYear":"1985","noYear":false,"title":"A primer on trace metal-sediment chemistry"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp2277","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2277","title":"A primer on trace metal-sediment chemistry","docAbstract":"In most aquatic systems, concentrations of trace metals in suspended sediment and the top few centimeters of bottom sediment are far greater than concentrations of trace metals dissolved in the water column. Consequently, the distribution, transport, and availability of these constituents can not be intelligently evaluated, nor can their environmental impact be determined or predicted solely through the sampling and analysis of dissolved phases. This Primer is designed to acquaint the reader with the basic principles that govern the concentration and distribution of trace metals associated with bottom and suspended sediments. \r\n\r\nThe sampling and analysis of suspended and bottom sediments are very important for monitoring studies, not only because trace metal concentrations associated with them are orders of magnitude higher than in the dissolved phase, but also because of several other factors. Riverine transport of trace metals is dominated by sediment. In addition, bottom sediments serve as a source for suspended sediment and can provide a historical record of chemical conditions. This record will help establish area baseline metal levels against which existing conditions can be compared. \r\n\r\nMany physical and chemical factors affect a sediment's capacity to collect and concentrate trace metals. The physical factors include grain size, surface area, surface charge, cation exchange capacity, composition, and so forth. Increases in metal concentrations are strongly correlated with decreasing grain size and increasing surface area, surface charge, cation exchange capacity, and increasing concentrations of iron and manganese oxides, organic matter, and clay minerals. Chemical factors are equally important, especially for differentiating between samples having similar bulk chemistries and for inferring or predicting environmental availability. Chemical factors entail phase associations (with such sedimentary components as interstitial water, sulfides, carbonates, and organic matter) and ways in which the metals are entrained by the sediments (such as adsorption, complexation, and within mineral lattices).","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2277","usgsCitation":"Horowitz, A.J., 1985, A primer on trace metal-sediment chemistry: U.S. Geological Survey Water Supply Paper 2277, v, 67 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2277.","productDescription":"v, 67 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137702,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2277/report-thumb.jpg"},{"id":27244,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2277/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f1bd9","contributors":{"authors":[{"text":"Horowitz, Arthur J. 0000-0002-3296-730X horowitz@usgs.gov","orcid":"https://orcid.org/0000-0002-3296-730X","contributorId":1400,"corporation":false,"usgs":true,"family":"Horowitz","given":"Arthur","email":"horowitz@usgs.gov","middleInitial":"J.","affiliations":[{"id":316,"text":"Georgia Water Science Center","active":true,"usgs":true},{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"preferred":true,"id":144363,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1290,"text":"wsp2253 - 1985 - Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas","interactions":[{"subject":{"id":8645,"text":"ofr83222 - 1983 - Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas","indexId":"ofr83222","publicationYear":"1983","noYear":false,"title":"Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":1290,"text":"wsp2253 - 1985 - Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas","indexId":"wsp2253","publicationYear":"1985","noYear":false,"title":"Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas"},"id":1}],"lastModifiedDate":"2023-01-10T20:43:50.995415","indexId":"wsp2253","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2253","title":"Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas","docAbstract":"A study was made, in cooperation with the Division of Water Resources, Kansas State Board of Agriculture, to determine geohydrologic conditions in an area comprising nearly 850,000 acres along the Arkansas River valley in Kearny and Finney Counties, southwestern Kansas. The Arkansas River meanders atop and interacts hydraulically with the area's multilayered, unconsolidated aquifer system. Declines in static water levels in wells in the heavily pumped lower aquifer ranged from 20 to 80 feet during 1974-80. The river is dry in much of the area. \r\n\r\nA digital computer model was calibrated to simulate the trends of historic water levels. Simulated 1974-80 conditions depicted an average annual recharge to the unconsolidated aquifer system of 66,900 acre-feet from precipitation and 36,200 acre-feet from river and canal seepage and boundary inflow. Simulated average annual discharge consisted of 634,800 acre-feet from pumpage and boundary outflow. Simulated average annual recharge to the unconsolidated aquifer system was 531,700 acre-feet less than average annual discharge, indicating the ground-water resource is currently (1982) being mined in the study area. \r\n\r\nSimulation also indicated that there would be sufficient saturated thickness in 2005 for irrigation if 1980 hydrologic conditions continued. Seepage losses from the Arkansas River and irrigation canals are a major source of recharge to the unconsolidated aquifer system. Therefore, the amount of flow in the Arkansas River would be important in determining the rate of future water-level declines in the study area. Streamflow seepage losses could be decreased by (1) decreasing the number of wells pumping in the study area in order to reduce downward leakage from the valley aquifer, or (2) increasing streamflow discharge in order to recharge the valley aquifer. The rate and direction of flow between the river and the valley aquifer depend on the hydraulic conductivity of the streambed and the hydraulic gradient between the river stage and the water table. As long as river stage remains high, the water table in the valley aquifer continues to rise. Seepage from the river to the valley aquifer decreases as the altitude difference between the river stage and the valley aquifer decreases, becoming insignificant when the water level in the valley aquifer nearly equals river stage. However, a rise in the water table in the valley aquifer because of recharge from the river will correspond to increased downward leakage to the lower aquifer, impeding recharge to the valley aquifer.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2253","usgsCitation":"Dunlap, L.E., Lindgren, R.J., and Sauer, C.G., 1985, Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas: U.S. Geological Survey Water Supply Paper 2253, viii, 52 p., https://doi.org/10.3133/wsp2253.","productDescription":"viii, 52 p.","costCenters":[],"links":[{"id":137016,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2253/report-thumb.jpg"},{"id":411665,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25532.htm","linkFileType":{"id":5,"text":"html"}},{"id":26271,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2253/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","county":"Finney County, Kearny County","otherGeospatial":"Arkansas River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -100.6667,\n              38.167\n            ],\n            [\n              -101.5,\n              38.167\n            ],\n            [\n              -101.5,\n              37.75\n            ],\n            [\n              -100.6667,\n              37.75\n            ],\n            [\n              -100.6667,\n              38.167\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d08","contributors":{"authors":[{"text":"Dunlap, L. E.","contributorId":45685,"corporation":false,"usgs":true,"family":"Dunlap","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindgren, Richard J. lindgren@usgs.gov","contributorId":1667,"corporation":false,"usgs":true,"family":"Lindgren","given":"Richard","email":"lindgren@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":143507,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sauer, C. G.","contributorId":52548,"corporation":false,"usgs":true,"family":"Sauer","given":"C.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":143509,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1970,"text":"wsp2264 - 1985 - Simulating unsteady transport of nitrogen, biochemical oxygen demand, and dissolved oxygen in the Chattahoochee River downstream from Atlanta, Georgia","interactions":[],"lastModifiedDate":"2019-12-30T10:24:57","indexId":"wsp2264","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2264","title":"Simulating unsteady transport of nitrogen, biochemical oxygen demand, and dissolved oxygen in the Chattahoochee River downstream from Atlanta, Georgia","docAbstract":"As part of an intensive water-quality assessment of the Chattahoochee River, repetitive water-quality measurements were made at 12 sites along a 69-kilometer reach of the river downstream of Atlanta, Georgia. Concentrations of seven constituents (temperature, dissolved oxygen, ultimate carbonaceous biochemical oxygen demand (BOD), organic nitrogen, ammonia, nitrite, and nitrate) were obtained during two periods of 36 hours, one starting on August 30, 1976, and the other starting on May 31, 1977. The study reach contains one large and several small sewage outfalls and receives the cooling water from two large powerplants. \r\n\r\nAn unsteady water-quality model of the Lagrangian type was calibrated using the 1977 data and verified using the 1976 data. The model provided a good means of interpreting these data even though both the flow and the pollution loading rates were highly unsteady. A kinetic model of the cascade type accurately described the physical and biochemical processes occurring in the river. All rate coefficients, except reaeration coefficients and those describing the resuspension of BOD, were fitted to the 1977 data and verified using the 1976 data. \r\n\r\nThe study showed that, at steady low flow, about 38 percent of the BOD settled without exerting an oxygen demand. At high flow, this settled BOD was resuspended and exerted an immediate oxygen demand. About 70 percent of the ammonia extracted from the water column was converted to nitrite, but the fate of the remaining 30 percent is unknown. Photosynthetic production was not an important factor in the oxygen balance during either run.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2264","usgsCitation":"Jobson, H.E., 1985, Simulating unsteady transport of nitrogen, biochemical oxygen demand, and dissolved oxygen in the Chattahoochee River downstream from Atlanta, Georgia: U.S. Geological Survey Water Supply Paper 2264, v, 36 p. , https://doi.org/10.3133/wsp2264.","productDescription":"v, 36 p. ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":138296,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2264/report-thumb.jpg"},{"id":27346,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2264/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","city":"Atlanta","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.9462890625,\n              33.284619968887675\n            ],\n            [\n              -83.91357421875,\n              33.284619968887675\n            ],\n            [\n              -83.91357421875,\n              34.14363482031264\n            ],\n            [\n              -84.9462890625,\n              34.14363482031264\n            ],\n            [\n              -84.9462890625,\n              33.284619968887675\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649345","contributors":{"authors":[{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144454,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2128,"text":"wsp2259 - 1985 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","interactions":[{"subject":{"id":19845,"text":"ofr8467 - 1984 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","indexId":"ofr8467","publicationYear":"1984","noYear":false,"title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2128,"text":"wsp2259 - 1985 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","indexId":"wsp2259","publicationYear":"1985","noYear":false,"title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah"},"id":1}],"lastModifiedDate":"2017-08-31T17:07:40","indexId":"wsp2259","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2259","title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","docAbstract":"<p>The ground-water system was studied in the Trail Mountain area in order to provide hydrologic information needed to assess the hydrologic effects of underground coal mining. Well testing and spring data indicate that water occurs in several aquifers. The coal-bearing Blackhawk-Star Point aquifer is regional in nature and is the source of most water in underground mines in the region. One or more perched aquifers overlie the Blackhawk-Star Point aquifer in most areas of Trail Mountain.</p><p>Aquifer tests indicate that the transmissivity of the Blackhawk-Star Point aquifer, which consists mainly of sandstone, siltstone, and shale, ranges from about 20 to 200 feet squared per day in most areas of Trail Mountain. The specific yield of the aquifer was estimated at 0.05, and the storage coefficient is about IxlO\"6 per foot of aquifer where confined.</p><p>The main sources of recharge to the multiaquifer system are snowmelt and rain, and water is discharged mainly by springs and by leakage along streams. Springs that issue from perched aquifers are sources of water for livestock and wildlife on Trail Mountain.</p><p>Water in all aquifers is suitable for most uses. Dissolved solids concentrations range from about 250 to 700 milligrams per liter, and the predominant dissolved constituents generally are calcium, magnesium, and bicarbonate.</p><p> Future underground coal mines will require dewatering when they penetrate the Blackhawk-Star Point aquifer. A finitedifference, three-dimensional computer model was used to estimate the inflow of water to various lengths and widths of a hypothetical dewatered mine and to estimate drawdowns of potentiometric surfaces in the partly dewatered aquifer. The estimates were made for a range of aquifer properties and premining hydraulic gradients that were similar to those on Trail Mountain. The computer simulations indicate that mine inflows could be several hundred gallons per minute and that potentiometric surfaces of the partly dewatered aquifer could be drawn down by several hundred feet during a reasonable life span of a mine. Because the Blackhawk-Star Point aquifer is separated from overlying perched aquifers by an unsaturated zone, mine dewatering alone would not affect perched aquifers. Mine dewatering would not significantly change water quality in the Blackhawk-Star Point aquifer. </p><p>Subsidence will occur above future underground mines, but the effects on the ground-water system cannot be quantified. Subsidence fractures possibly could extend from the roof of a mine into a perched aquifer several hundred feet above. Such fractures would increase down ward percolation of water through the perching bed, and spring discharge from the perched aquifer could decrease. Flow through subsidence fractures also could increase recharge to the Blackhawk-Star Point aquifer and increase inflows to underground mines.  </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2259","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Lines, G.C., 1985, The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah: U.S. Geological Survey Water Supply Paper 2259, v, 32 p., https://doi.org/10.3133/wsp2259.","productDescription":"v, 32 p.","numberOfPages":"38","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":27728,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2259/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138279,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2259/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Trail Mountain","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db612291","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144711,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1426,"text":"wsp2266 - 1985 - Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts","interactions":[{"subject":{"id":8984,"text":"ofr84588 - 1984 - Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts","indexId":"ofr84588","publicationYear":"1984","noYear":false,"title":"Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":1426,"text":"wsp2266 - 1985 - Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts","indexId":"wsp2266","publicationYear":"1985","noYear":false,"title":"Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp2266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2266","title":"Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts","docAbstract":"Polychlorinated biphenyls (PCB's) are sorbed to the fine-grained stream-bottom sediments along the Housatonic River from Pittsfield, Massachusetts, southward to the Massachusetts-Connecticut boundary. The highest PCB concentrations, up to 140,000 micrograms per kilogram, were found in samples of bottom material from a reach of the river between Pittsfield and Woods Pond Dam in Lee, Massachusetts. Sediments in Woods Pond have been estimated to contain about 11,000 pounds of PCB's. Approximately 490 pounds per year of PCB's have also been estimated to move past the Housatonic River gaging station at Great Barrington. \r\n\r\nThe distribution of hydraulic heads, water temperatures, and concentrations of dissolved oxygen, ammonia, nitrate, iron, and manganese in ground water shows that industrial water-supply wells in a sand and gravel aquifer adjacent to a stretch of the river called Woods Pond have been inducing ground-water recharge through the PCB-contaminated bottom sediments of the pond since late 1956. These data indicate that, at one location along the shore of the pond, the upper 40 feet of the aquifer contains water derived from induced infiltration. However, this induced recharge has not moved PCB's from the bottom sediments into a vertical section of the aquifer located 5 feet downgradient from the edge of Woods Pond. Samples taken at selected intervals in this section showed that no PCB's sorbed to the aquifer material or dissolved in the ground water within the detection limits of the chemical analyses.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wsp2266","usgsCitation":"Gay, F.B., and Frimpter, M.H., 1985, Distribution of polychlorinated biphenyls in the Housatonic River and adjacent aquifer, Massachusetts: U.S. Geological Survey Water Supply Paper 2266, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2266.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138081,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2266/report-thumb.jpg"},{"id":26530,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2266/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640757","contributors":{"authors":[{"text":"Gay, Frederick B.","contributorId":102052,"corporation":false,"usgs":true,"family":"Gay","given":"Frederick","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":143724,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frimpter, Michael H.","contributorId":8074,"corporation":false,"usgs":true,"family":"Frimpter","given":"Michael","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":143723,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2798,"text":"wsp2257 - 1985 - Traveltime and dispersion in the Potomac River, Cumberland, Maryland, to Washington, D.C.","interactions":[{"subject":{"id":21102,"text":"ofr83861 - 1984 - Traveltime and dispersion in the Potomac River, Cumberland, Maryland, to Washington, D.C.","indexId":"ofr83861","publicationYear":"1984","noYear":false,"title":"Traveltime and dispersion in the Potomac River, Cumberland, Maryland, to Washington, D.C."},"predicate":"SUPERSEDED_BY","object":{"id":2798,"text":"wsp2257 - 1985 - Traveltime and dispersion in the Potomac River, Cumberland, Maryland, to Washington, D.C.","indexId":"wsp2257","publicationYear":"1985","noYear":false,"title":"Traveltime and dispersion in the Potomac River, Cumberland, Maryland, to Washington, D.C."},"id":1}],"lastModifiedDate":"2022-09-09T21:11:45.964479","indexId":"wsp2257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2257","title":"Traveltime and dispersion in the Potomac River, Cumberland, Maryland, to Washington, D.C.","docAbstract":"A travel-time and dispersion study using rhodamine dye was conducted on the Potomac River between Cumberland, Maryland, and Washington, D.C., a distance of 189 miles. The flow during the study was at approximately the 90-percent flow-duration level. A similar study was conducted by Wilson and Forrest in 1964 at a flow duration of approximately 60 percent. \r\n\r\nThe two sets of data were used to develop a generalized procedure for predicting travel-times and downstream concentrations resulting from spillage of water-soluble substances at any point along the river. The procedure will allow the user to calculate travel-time and concentration data for almost any spillage problem that occurs during periods of relatively steady flow between 50- and 95-percent flow duration. \r\n\r\nA new procedure for calculating unit peak concentration was derived. The new procedure depends on an analogy between a time-concentration curve and a scalene triangle. As a result of this analogy, the unit peak concentration can be expressed in terms of the length of the _lye or contaminant cloud. The new procedure facilitates the calculation of unit peak concentration for long reaches of river. Previously, there was no way to link unit peak concentration curves for studies in which the river was divided into subreaches for study. Variable dispersive characteristics caused mainly by low-head dams precluded useful extrapolation of the unit peak-concentration attenuation curves, as has been done in previous studies. \r\n\r\nThe procedure is applied to a hypothetical situation in which 20,000 pounds of contaminant is spilled at a railroad crossing at Magnolia, West Virginia. The times required for the leading edge, the peak concentration, and the trailing edge of the contaminant cloud to reach Point of Rocks, Maryland (110 river miles downstream), are 295, 375, and 540 hours respectively, during a period when flow is at the 80-percent flow-duration level. The peak conservative concentration would be approximately 340 micrograms per liter at Point of Rocks.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2257","usgsCitation":"Taylor, K.R., James, R.W., and Helinsky, B.M., 1985, Traveltime and dispersion in the Potomac River, Cumberland, Maryland, to Washington, D.C.: U.S. Geological Survey Water Supply Paper 2257, iii, 30 p., https://doi.org/10.3133/wsp2257.","productDescription":"iii, 30 p.","costCenters":[],"links":[{"id":29300,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2257/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138617,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2257/report-thumb.jpg"},{"id":406491,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25456.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"District of Columbia, Maryland","city":"Cumberland, Washington D.C.","otherGeospatial":"Potomac River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.8433837890625,\n              38.762650338334154\n            ],\n            [\n              -76.89880371093749,\n              38.762650338334154\n            ],\n            [\n              -76.89880371093749,\n              39.70718665682654\n            ],\n            [\n              -78.8433837890625,\n              39.70718665682654\n            ],\n            [\n              -78.8433837890625,\n              38.762650338334154\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697ddf","contributors":{"authors":[{"text":"Taylor, Kenneth R.","contributorId":28957,"corporation":false,"usgs":true,"family":"Taylor","given":"Kenneth","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"James, Robert W. Jr.","contributorId":77514,"corporation":false,"usgs":true,"family":"James","given":"Robert","suffix":"Jr.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":145814,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Helinsky, Bernard M.","contributorId":63787,"corporation":false,"usgs":true,"family":"Helinsky","given":"Bernard","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":145813,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2532,"text":"wsp2232 - 1985 - Ground water in Utah's densely populated Wasatch Front area - The challenge and the choices","interactions":[],"lastModifiedDate":"2017-08-31T17:11:23","indexId":"wsp2232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2232","title":"Ground water in Utah's densely populated Wasatch Front area - The challenge and the choices","docAbstract":"<p>Utah's Wasatch Front area comprises about 4,000 square miles in the north-central part of the State. I n 1980, the area had a population of more than 1.1 million, or about 77 percent of Utah's total population. It contains several large cities, including Salt Lake City, Ogden, and Provo, and is commonly called Utah's urban corridor.</p><p>Most of the water supply for the Wasatch Front area comes from streams that originate in the Wasatch Range and nearby Uinta Mountains; however, ground water has played an important role in the economic growth of the area. The principal source of ground water is the unconsolidated fill (sedimentary deposits) in the valleys of the Wasatch Front area northern Juab, Utah, Goshen, and Salt Lake Valleys; the East Shore area (a valley area east of the Great Salt Lake), and the Bear River Bay area. Maximum saturated thickness of the fill in the principal ground-water reservoirs in these valleys exceeds 6,000 feet, and the estimated volume of water that can be withdrawn from just the upper 100 feet of the saturated fill is about 8 million acre-feet. In most places the water is fresh, containing less than 1,000 milligrams per liter of dissolved solids; in much of the Bear River Bay area and most of Goshen Valley (and locally in the other valleys), the water is slightly to moderately saline, with 1,000 to 10,000 milligrams per liter of dissolved solids.</p><p>The principal ground-water reservoirs receive recharge at an annual rate that is estimated to exceed 1 million acre-feet chiefly as seepage from consolidated rocks in the adjacent mountains from canals, ditches, and irrigated land, directly from precipitation, and from streams. Discharge during 1980 (which was chiefly from springs, seepage to streams, evapotranspiration, and withdrawal by wells) was estimated to be about 1.1 million acre-feet. Withdrawal from wells, which began within a few years after the arrival of the Mormon pioneers in the Salt Lake Valley in 1847, and had increased to about 320,000 acre-feet during 1979. Additional withdrawals from wells may cause water levels to decline, possibly leading to such problems as conflicts among water-right owners, increased pumping costs, land subsidence, and deterioration of ground-water quality. Some of these problems cannot be avoided if the principal ground-water reservoirs are to be fully used; however, management practices such as artificial ground-water recharge in intensivelypumped areas may help to alleviate those problems. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2232","usgsCitation":"Price, D., 1985, Ground water in Utah's densely populated Wasatch Front area - The challenge and the choices: U.S. Geological Survey Water Supply Paper 2232, vii, 71 p., https://doi.org/10.3133/wsp2232.","productDescription":"vii, 71 p.","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":139112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2232/report-thumb.jpg"},{"id":28758,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2232/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Wasatch Front","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dacb","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":145356,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2745,"text":"wsp2256A - 1985 - Distribution and transport of trace substances in the Schuylkill River basin from Berne to Philadelphia, Pennsylvania","interactions":[{"subject":{"id":48805,"text":"ofr83265 - 1983 - Distribution and transport of trace substances in the Schuylkill River Basin from Berne to Philadelphia, Pennsylvania","indexId":"ofr83265","publicationYear":"1983","noYear":false,"title":"Distribution and transport of trace substances in the Schuylkill River Basin from Berne to Philadelphia, Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":2745,"text":"wsp2256A - 1985 - Distribution and transport of trace substances in the Schuylkill River basin from Berne to Philadelphia, Pennsylvania","indexId":"wsp2256A","publicationYear":"1985","noYear":false,"chapter":"A","title":"Distribution and transport of trace substances in the Schuylkill River basin from Berne to Philadelphia, Pennsylvania"},"id":1}],"lastModifiedDate":"2017-06-09T08:37:03","indexId":"wsp2256A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2256","chapter":"A","title":"Distribution and transport of trace substances in the Schuylkill River basin from Berne to Philadelphia, Pennsylvania","docAbstract":"During the period from October 1978 to March 1981, the U.S. Geological Survey assessed the river quality of the Schuylkill River basin in Pennsylvania from the headwaters to the Fairmount Dam at Philadelphia (river mile 8.4). The assessment focused on the distribution and transport of trace metals and organic substances (trace substances). Trace metals included were arsenic, beryllium, cadmium, copper, lead, mercury, nickel, and zinc; trace organic substances included organochlorine insecticides and polychlorinated biphenyls. \r\n\r\nIn general, concentrations of trace substances in the streambed sediments were greater in the main stem of the Schuylkill River than in its tributaries and exceeded the background concentrations in the study area. Concentrations of most trace metals in the sediments were lowest in the Berne area (river mile 95) and highest in the urban-industrial area of Reading (river mile 76). Concentrations generally decreased from Reading downstream to Philadelphia (river mile 10.2). Concentrations of the organochlorine insecticides chlordane, DDT and its metabolites, and dieldrin generally increased gradually from Berne to Philadelphia. Average concentrations of trace metals in the main stem of the Schuylkill River in the sediment-sized fraction, less than 0.063 millimeters, were: zinc, 603 ?g/g (micrograms per gram); lead, 284 ?g/g; copper, 252 ?g/g; nickel, 119 ?g/g; chromium, 96 ?g/g; beryllium, 8.2 ?g/g; arsenic, 0.64 ?g/g; and mercury, 0.002 ?g/g. Average concentrations of trace organic substances in sediments of the main stem of the river were: polychlorinated biphenyls, 152 ?g/kg (micrograms per kilogram); chlordane, 24 ?g/kg; DDT and its metabolites, 18 ?g/kg; and dieldrin, 1.8 ?g/kg. \r\n\r\nThe average annual transport of trace substances by the river was computed for chromium, copper, lead, nickel, and zinc. Concentrations of other trace substances in the sediment-water mixtures were generally undetectable. Of the trace metals, average annual transport of zinc was the greatest, and that of nickel was the least. Transport of trace metals in the river is closely associated with and related to suspended-sediment transport. About 71 percent of the average annual total metal transport is particulate material. \r\n\r\nYields, in tons per square mile per year, of copper, lead, zinc, and total organic carbon in the Schuylkill River basin were compared with yields in the Chattahoochee River basin (Georgia). The comparison indicates that yields, by constituent, were of the same order of magnitude. Both basins lie in the Piedmont province, and both have about the same percentage of urban land use.\r\n\r\nThe frequency of occurrence of concentrations of copper, lead, and zinc in the sediment-water mixture at Manayunk in Philadelphia were compared with domestic water-supply criteria of the U.S. Environmental Protection Agency. The criteria are exceeded less than 1 percent of the time, or about 4 days per year.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp2256A","usgsCitation":"Stamer, J.K., Yorke, T.H., and Pederson, G.L., 1985, Distribution and transport of trace substances in the Schuylkill River basin from Berne to Philadelphia, Pennsylvania: U.S. Geological Survey Water Supply Paper 2256, vii, A45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2256A.","productDescription":"vii, A45 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":139041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2256a/report-thumb.jpg"},{"id":29171,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2256a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Schuylkill River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.76309204101562,\n              39.89709437260048\n            ],\n            [\n              -74.95147705078125,\n              39.89709437260048\n            ],\n            [\n              -74.95147705078125,\n              40.26904802805884\n            ],\n            [\n              -75.76309204101562,\n              40.26904802805884\n            ],\n            [\n              -75.76309204101562,\n              39.89709437260048\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6de4b07f02db63f6ad","contributors":{"authors":[{"text":"Stamer, John K.","contributorId":104481,"corporation":false,"usgs":true,"family":"Stamer","given":"John","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":145701,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yorke, Thomas H.","contributorId":83109,"corporation":false,"usgs":true,"family":"Yorke","given":"Thomas","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145700,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pederson, Gary L.","contributorId":81084,"corporation":false,"usgs":true,"family":"Pederson","given":"Gary","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145699,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2788,"text":"wsp2217 - 1985 - Evaluation of major dike-impounded ground-water reservoirs, Island of Oahu","interactions":[{"subject":{"id":11397,"text":"ofr811119 - 1981 - Evaluation of major dike-impounded ground-water reservoirs, Island of Oahu, with a section on flow hydraulics in dike tunnels in Hawaii","indexId":"ofr811119","publicationYear":"1981","noYear":false,"title":"Evaluation of major dike-impounded ground-water reservoirs, Island of Oahu, with a section on flow hydraulics in dike tunnels in Hawaii"},"predicate":"SUPERSEDED_BY","object":{"id":2788,"text":"wsp2217 - 1985 - Evaluation of major dike-impounded ground-water reservoirs, Island of Oahu","indexId":"wsp2217","publicationYear":"1985","noYear":false,"title":"Evaluation of major dike-impounded ground-water reservoirs, Island of Oahu"},"id":1}],"lastModifiedDate":"2022-09-14T18:34:00.298716","indexId":"wsp2217","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2217","title":"Evaluation of major dike-impounded ground-water reservoirs, Island of Oahu","docAbstract":"Ground-water reservoirs impounded by volcanic dikes receive a substantial part of the total recharge to ground water on the island of Oahu because they generally underlie the rainiest areas. These reservoirs accumulate the infiltration from rainfall, store it temporarily, and steadily leak it to abutting basal reservoirs or to streams cutting into them. The dike reservoirs have high hydraulic heads and are mostly isolated from saline water.\r\n\r\nThe most important and productive of the dike-impounded reservoirs are in an area of about 135 square miles in the main fissure zone of the Koolau volcano where the top of the dike-impounded water reaches an altitude of at least 1,000 feet. Water is impounded and stored both above and below sea level. The water stored above sea level in the 135 square mile area has been roughly estimated at 560 billion gallons. In comparison, the water stored above sea level in reservoirs underlying a dike-intruded area of about 53 square miles in the Waianae Range has been roughly estimated at 100 billion gallons. Storage below sea level is indeterminable, owing to uncertainties about the ability of the rock to store water as dike density increases and porosity decreases.\r\n\r\nTunnels, by breaching dike controls, have reduced the water stored above sea level by at least 50 billion gallons in the Koolau Range and by 5 1/2 billion gallons in the Waianae Range, only a small part of the total water stored.\r\n\r\nTotal leakage from storage in the Koolau Range has been estimated at about 280 Mgal/d (million gallons per day). This estimated leakage from the dike-impounded reservoirs makes up a significant part of the ground-water yield of the Koolau Range, which has been estimated to range from 450 to 580 Mgal/d. The largest unused surface leakage is in the Kaneohe, Kahana, and Punaluu areas, and the largest unused underflow occurs in the Waialee, Hauula-Laie, Punaluu, and Kahana areas. The unused underflow leakage is small in areas near and east of Waialae, but it is an important supply because of the great need for augmenting water supplies there.\r\n\r\nTotal leakage from storage in the Waianae Range has not been estimated because underflow is difficult to determine. Much of the surface leakage, about 4 Mgal/d in the upper parts of Waianae, Makaha, and Lualualei Valleys, has been diverted by tunnels. Hence, supplies available, other than surface leakage, cannot be estimated from the discharge end of the hydrologic cycle. Infiltration in the Waianae Range to dike-intruded reservoirs in the upper part of the valleys on the west (leeward) side has been estimated at about 20 Mgal/d, and on the east (windward) side, at about 10 Mgal/d. The available supply has been estimated at about 15 Mgal/d from the infiltration on the leeward side, of which about 4 Mgal/d is now being developed. No estimate has been made for the available supply on the windward side. Dike-intruded reservoirs at shallow depths west (lee side) of the crest are in upper Makaha, Waianae, and Lualualei Valleys. They are at moderate depths in upper Haleanu and in lower Kaukonahua Gulches on the east (windward) side.\r\n\r\nFlow hydraulics in dike tunnels is also discussed.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2217","usgsCitation":"Takasaki, K.J., and Mink, J.F., 1985, Evaluation of major dike-impounded ground-water reservoirs, Island of Oahu: U.S. Geological Survey Water Supply Paper 2217, vi, 77 p., https://doi.org/10.3133/wsp2217.","productDescription":"vi, 77 p.","costCenters":[{"id":525,"text":"Pacific Islands Water Science Center","active":true,"usgs":true}],"links":[{"id":406706,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25463.htm","linkFileType":{"id":5,"text":"html"}},{"id":29268,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2217/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138865,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2217/report-thumb.jpg"}],"country":"United States","state":"Hawaii","otherGeospatial":"Oahu","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -158.31298828125,\n              21.21257979063059\n            ],\n            [\n              -157.60986328125,\n              21.21257979063059\n            ],\n            [\n              -157.60986328125,\n              21.70847301324597\n            ],\n            [\n              -158.31298828125,\n              21.70847301324597\n            ],\n            [\n              -158.31298828125,\n              21.21257979063059\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7274","contributors":{"authors":[{"text":"Takasaki, Kiyoshi J.","contributorId":105700,"corporation":false,"usgs":true,"family":"Takasaki","given":"Kiyoshi","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145790,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mink, John Francis","contributorId":48164,"corporation":false,"usgs":true,"family":"Mink","given":"John","email":"","middleInitial":"Francis","affiliations":[],"preferred":false,"id":145789,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2303,"text":"wsp2261 - 1985 - Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","interactions":[{"subject":{"id":10315,"text":"ofr83536 - 1983 - Subsurface storage of freshwater in South Florida; a digital analysis of recoverability","indexId":"ofr83536","publicationYear":"1983","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital analysis of recoverability"},"predicate":"SUPERSEDED_BY","object":{"id":2303,"text":"wsp2261 - 1985 - Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","indexId":"wsp2261","publicationYear":"1985","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2261","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2261","title":"Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","docAbstract":"As part of a study of the feasibility of recovering freshwater injected and stored underground in south Florida, a digital solute-transport model was used to investigate the relation of recovery efficiency to the variety of hydrogeologic conditions that could prevail in brackish artesian aquifers and to a variety of management alternatives. The analyses employed a modeling approach in which the control for sensitivity testing was a hypothetical aquifer considered representative of permeable zones in south Florida that might be used for storage of freshwater. Parameter variations in the tests represented possible variations in aquifer conditions in the area. The applicability of the analyses to south Florida limestone aquifers required the assumption that flow nonuniformities in those aquifers are small on the scale of volumes of water likely to be injected, and that their effect could be represented as hydrodynamic dispersion. \r\n\r\nGenerally, it was shown that a loss of recovery efficiency is caused by (1) processes causing mixing of injected freshwater with native saline water (hydrodynamic dispersion), (2) processes causing the more or less irreversible displacement of the injected freshwater with respect to the well (buoyancy stratification, background hydraulic gradients, and interlayer dispersion), or (3) processes causing injection and withdrawal flow patterns to be dissimilar (directionally biased well-bore plugging, and dissimilar injection and withdrawal schedules in multiple-well systems). Other results indicated that recovery efficiency improves considerably with successive cycles, providing that each recovery phase ends when the chloride concentration of withdrawn water exceeds established criteria for potability (usually 250 milligrams per liter), and that freshwater injected into highly permeable or highly saline aquifers (such as the 'boulder zone') would buoy rapidly. \r\n\r\nMany hydrologic conditions were posed for model analysis. To have obtained comparable results with operational testing would have been more costly by orders of magnitude. The tradeoff is that the validity of results obtained from computer modeling is somewhat less certain. In particular, results must be qualified with observations that (1) the complex set of processes lumped as hydrodynamic dispersion is represented with a somewhat simplified mathematical approximation, and (2) other flow processes in limestone injection zones are as yet incompletely understood. Despite such reservations, the study is considered a practical example of the use of transport models in ground-water investigations.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2261","usgsCitation":"Merritt, M.L., 1985, Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability: U.S. Geological Survey Water Supply Paper 2261, v, 44 p. :ill., map ;28 cm., https://doi.org/10.3133/wsp2261.","productDescription":"v, 44 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":137699,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2261/report-thumb.jpg"},{"id":28125,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2261/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699aca","contributors":{"authors":[{"text":"Merritt, Michael L.","contributorId":29392,"corporation":false,"usgs":true,"family":"Merritt","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":144979,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1819,"text":"wsp2231 - 1985 - Controls on phosphorus mobility in the Potomac River near the Blue Plains wastewater treatment plant","interactions":[],"lastModifiedDate":"2021-03-25T12:07:35.813684","indexId":"wsp2231","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2231","title":"Controls on phosphorus mobility in the Potomac River near the Blue Plains wastewater treatment plant","docAbstract":"The Blue Plains wastewater treatment plant is the largest point source of phosphorus in the Potomac River basin, discharging an average of 2 metric tons of phosphorus into the river each day in 1980. An intensive study of the water and sediments in the vicinity of the treatment plant was conducted in 1979-80 in order to characterize the major factors controlling the mobility of effluent-derived phosphorus in the area. \r\n\r\nThe transport of phosphorus near the treatment plant was found to be affected by the circulation regime, by inorganic adsorption reactions with sediments, and by metabolic uptake and release by phytoplankton. The effect of river discharge on the convective transport of phosphorus near the outfall is significantly reduced by a mid-river shoal area, which confines the flow path of the effluent to an embayment on the eastern side of the river for a distance of 4 kilometers below the outfall. This embayment appears to serve as a sediment trap, where protection from bottom scour during high-flow events has permitted fine-grained sediments to accumulate. Measurements of mean residence time indicate that the effluent leaves the embayment area 21? days after being discharged from the outfall. \r\n\r\nMeasurements of the linear decay constant for the removal of dissolved phosphorus from the water column reveal a diurnal cycle corresponding to the metabolic utilization of phosphorus by phytoplankton. This cyclic removal is superimposed on a constant and noncyclic adsorption of phosphorus by inorganic phases. Forty-eight hour average values of the linear decay constant for dissolved phosphorus in the area range from 0.4 to 1.1 per day. \r\n\r\nAnalyses of bottom sediments indicate that approximately 13 percent of the phosphorus discharged between September 1977 and August 1980 has been retained in the embayment. The primary inorganic phase responsible for phosphorus adsorption is amorphous iron (ferric oxy-hydroxides); amorphous aluminum and clay minerals appear to play secondary roles. The accumulation of sorbed phosphorus in the embayment has been promoted by the deposition of fine-grained sediments enriched in ferric oxy-hydroxides. Conversely, the absence of ferric oxy-hydroxides in coarse-grained sediments near the outfall has facilitated the precipitation of the ferrous phosphate mineral vivianite.","language":"English","publisher":"U.S. General Printing Office","doi":"10.3133/wsp2231","usgsCitation":"Hearn, 1985, Controls on phosphorus mobility in the Potomac River near the Blue Plains wastewater treatment plant: U.S. Geological Survey Water Supply Paper 2231, v, 46 p., https://doi.org/10.3133/wsp2231.","productDescription":"v, 46 p.","costCenters":[{"id":242,"text":"Eastern Geographic Science Center","active":true,"usgs":true}],"links":[{"id":137053,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2231/report-thumb.jpg"},{"id":27015,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2231/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"District of Columbia, Maryland, Virginia","otherGeospatial":"Potomac River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.07149505615234,\n              38.810419613702024\n            ],\n            [\n              -77.00042724609374,\n              38.810419613702024\n            ],\n            [\n              -77.00042724609374,\n              38.89383860542579\n            ],\n            [\n              -77.07149505615234,\n              38.89383860542579\n            ],\n            [\n              -77.07149505615234,\n              38.810419613702024\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db6856e1","contributors":{"authors":[{"text":"Hearn, Jr. phearn@usgs.gov","contributorId":1950,"corporation":false,"usgs":true,"family":"Hearn","suffix":"Jr.","email":"phearn@usgs.gov","affiliations":[{"id":242,"text":"Eastern Geographic Science Center","active":true,"usgs":true}],"preferred":false,"id":144206,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1818,"text":"wsp2206 - 1985 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","interactions":[{"subject":{"id":48536,"text":"ofr801022 - 1980 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","indexId":"ofr801022","publicationYear":"1980","noYear":false,"title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":1818,"text":"wsp2206 - 1985 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","indexId":"wsp2206","publicationYear":"1985","noYear":false,"title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp2206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2206","title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","docAbstract":"An aquifer test was designed and conducted in the anisotropic dipping beds of the Tesuque Formation on the Tesuque Pueblo Grant, New Mexico. The three-dimensional digital model used to analyze the test approximated the response to the test. The analysis of the geohydrology of the test site in combination with the model calibration has provided estimates of average aquifer characteristics for the group of beds penetrated at the test site; the hydraulic conductivity parallel to the beds is about 2 feet per day, the hydraulic conductivity normal to the beds is about 0.0001 foot per day or lower, the specific yield is about 0.15, and the specific storage is about 2 x 10 -6 per foot.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2206","usgsCitation":"Hearne, G.A., 1985, Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico: U.S. Geological Survey Water Supply Paper 2206, iv, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2206.","productDescription":"iv, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2206/report-thumb.jpg"},{"id":27014,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db64859a","contributors":{"authors":[{"text":"Hearne, Glenn A.","contributorId":50882,"corporation":false,"usgs":true,"family":"Hearne","given":"Glenn","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144205,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1667,"text":"wsp2221 - 1985 - Hydrology of major estuaries and sounds of North Carolina","interactions":[],"lastModifiedDate":"2019-12-30T10:20:45","indexId":"wsp2221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2221","title":"Hydrology of major estuaries and sounds of North Carolina","docAbstract":"Hydrology-related problems associated with North Carolina 's major estuaries and sounds include contamination of some estuaries with municipal and industrial wastes and drainage from adjacent, intensively farmed areas, and nuisance-level algal blooms. In addition, there is excessive shoaling in some navigation channels, salt-water intrusion into usually fresh estuarine reaches, too high or too-low salinities in nursery areas for various estuarine species, and flood damage due to hurricanes. The Cape Fear River is the only major North Carolina estuary having a direct connection to the sea. Short-term flow throughout most of its length is dominated by ocean tides. Freshwater entering the major estuaries is, where not contaminated, of acceptable quality for drinking with minimum treatment. However, iron concentrations in excess of 0.3 milligrams per liter sometimes occur and water draining from swampy areas along the Coastal Plain is often highly colored, but these problems may be remedied with proper treatment. Nuisance-level algal blooms have been a recurring problem on the lower estuarine reaches of the Neuse, Tar-Pamlico, and Chowan Rivers where nutrients (compounds of phosphorous and nitrogen) are abundant. The most destructive blooms tend to occur in the summer months during periods of low freshwater discharge and relatively high water temperatures. Saltwater intrusion occurs from time to time in all major estuaries except the Roanoke River, where releases from Roanoke Rapids Lake and other reservoirs during otherwise low-flow periods effectively block saline water from the estuary. New shoaling materials found in the lower channelized reaches of the Cape Fear and Northeast Cape Fear Rivers are primarily derived, not from upstream sources, but from nearby shore erosion, from slumping of material adjacent to the dredged channels, from old spoil areas, or from ocean-derived sediments carried upstream by near-bottom density currents.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp2221","usgsCitation":"Giese, G.L., Wilder, H.B., and Parker, G.G., 1985, Hydrology of major estuaries and sounds of North Carolina: U.S. Geological Survey Water Supply Paper 2221, Report: xi, 108 p.; 1 Plate: 19.30 x 18.45 inches, https://doi.org/10.3133/wsp2221.","productDescription":"Report: xi, 108 p.; 1 Plate: 19.30 x 18.45 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":247044,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2221/plate-1.pdf","size":"2949","linkFileType":{"id":1,"text":"pdf"}},{"id":138219,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2221/report-thumb.jpg"},{"id":26739,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2221/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North 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L.","contributorId":44898,"corporation":false,"usgs":true,"family":"Giese","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":143942,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilder, Hugh B.","contributorId":83899,"corporation":false,"usgs":true,"family":"Wilder","given":"Hugh","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":143943,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Parker, Garald G. Jr.","contributorId":20310,"corporation":false,"usgs":true,"family":"Parker","given":"Garald","suffix":"Jr.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":143941,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1817,"text":"wsp2205 - 1985 - Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico","interactions":[{"subject":{"id":9419,"text":"ofr801023 - 1980 - Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico","indexId":"ofr801023","publicationYear":"1980","noYear":false,"title":"Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":1817,"text":"wsp2205 - 1985 - Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico","indexId":"wsp2205","publicationYear":"1985","noYear":false,"title":"Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp2205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2205","title":"Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico","docAbstract":"A three-dimensional digital model of ground-water flow was constructed to represent the dipping anisotropic beds of the Tesuque aquifer system underlying the Pojoaque River basin and vicinity, New Mexico. Simulations of steady-state conditions and historical ground-water withdrawals were consistent with observed data. The model was used to simulate the response of the aquifer system to an irrigation-development plan in the Pojoaque River basin. Storage is the main source of water; 34.05 cubic feet per second (86 percent of the withdrawal rate) was simulated to be withdrawn from storage after 50 years of withdrawals for irrigation development. The maximum simulated water-level decline was 334 feet, and the net simulated streamflow capture from the Rio Grande and the Santa Cruz, Pojoaque, and Santa Fe Rivers was 5.63 cubic feet per second (14 percent of the withdrawal rate). The sensitivity of the model was tested by varying aquifer characteristics to the limits of the plausible range. Change in hydraulic head in the Pojoaque River basin is most sensitive to hydraulic conductivity. In all simulations, after 50 years of withdrawals, the maximum simulated decline in hydraulic head ranged between 210 and 474 feet, storage in the aquifer system was the source of 80 to 90 percent of the water withdrawn from wells, and streamflow capture from the Rio Grande and its tributaries plus irrigation diversions from the tributaries of the Pojoaque River simulated a decrease in the flow of the Rio Grande of between 17.13 and 21.11 cubic feet per second.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2205","usgsCitation":"Hearne, G.A., 1985, Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico: U.S. Geological Survey Water Supply Paper 2205, vii, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2205.","productDescription":"vii, 75 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137216,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2205/report-thumb.jpg"},{"id":27013,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2205/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ffd1","contributors":{"authors":[{"text":"Hearne, Glenn A.","contributorId":50882,"corporation":false,"usgs":true,"family":"Hearne","given":"Glenn","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144204,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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