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,{"id":43628,"text":"ofr79340 - 1979 - Hydrologic overlay maps of the Lake Poinsett quadrangle, Florida","interactions":[],"lastModifiedDate":"2022-04-18T22:47:17.158009","indexId":"ofr79340","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-340","title":"Hydrologic overlay maps of the Lake Poinsett quadrangle, Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79340","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Lake Poinsett quadrangle, Florida: U.S. Geological Survey Open-File Report 79-340, 5 Plates: 23.35 x 36.56 inches or smaller, https://doi.org/10.3133/ofr79340.","productDescription":"5 Plates: 23.35 x 36.56 inches or smaller","costCenters":[],"links":[{"id":399038,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0340/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399037,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0340/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399036,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0340/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399035,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0340/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399034,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0340/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397092,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_28380.htm"},{"id":172552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0340/report-thumb.jpg"}],"scale":"24000","country":"United States","state":"Florida","otherGeospatial":"Lake Poinsett quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.75,\n              28.25\n            ],\n            [\n              -80.875,\n              28.25\n            ],\n            [\n              -80.875,\n              28.375\n            ],\n            [\n              -80.75,\n              28.375\n            ],\n            [\n              -80.75,\n              28.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db60640a","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228479,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228478,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43659,"text":"ofr79336 - 1979 - Hydrologic overlay maps of the Cape Canaveral Quadrangle, Florida","interactions":[],"lastModifiedDate":"2016-08-19T10:54:44","indexId":"ofr79336","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-336","title":"Hydrologic overlay maps of the Cape Canaveral Quadrangle, Florida","docAbstract":"<p>Brevard County is an area of some 1,300 square miles located on the east coast of central Florida. &nbsp;The Cape Canaveral quadrangle, in central Brevard, includes part of the Merritt Island National Wildlife Refuge, John F. Kennedy Space Center (NASA), and Cape Canaveral Air Force Station. &nbsp;The eastern part of the quadrangle is occupied by the Atlantic Ocean and the western part by estuarine waters of the Banana River. &nbsp;Topography is characterized by numerous elongate sand dumes, with altitudes up to 10 feet or greater, which roughly parallel the estuary and ocean.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79336","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Cape Canaveral Quadrangle, Florida: U.S. Geological Survey Open-File Report 79-336, 5 Plates: 23.73 x 36.34 or smaller, https://doi.org/10.3133/ofr79336.","productDescription":"5 Plates: 23.73 x 36.34 or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":172739,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr79336.PNG"},{"id":326951,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-1.pdf"},{"id":326952,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-2.pdf"},{"id":326953,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-3.pdf"},{"id":326954,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-4.pdf"},{"id":326955,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-5.pdf"}],"country":"United States","state":"Florida","otherGeospatial":"Cape Canaveral","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.628662109375,\n              28.405896722414823\n            ],\n            [\n              -80.628662109375,\n              28.514556057751705\n            ],\n            [\n              -80.50094604492186,\n              28.514556057751705\n            ],\n            [\n              -80.50094604492186,\n              28.405896722414823\n            ],\n            [\n              -80.628662109375,\n              28.405896722414823\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db60652c","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228520,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228519,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43660,"text":"ofr79338 - 1979 - Hydrologic overlay maps of the Cocoa Beach quadrangle, Florida","interactions":[],"lastModifiedDate":"2022-04-18T22:18:21.255694","indexId":"ofr79338","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-338","title":"Hydrologic overlay maps of the Cocoa Beach quadrangle, Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79338","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Cocoa Beach quadrangle, Florida: U.S. Geological Survey Open-File Report 79-338, 5 Plates: 23.79 x 36.27 inches, https://doi.org/10.3133/ofr79338.","productDescription":"5 Plates: 23.79 x 36.27 inches","costCenters":[],"links":[{"id":399033,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0338/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399032,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0338/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399031,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0338/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399030,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0338/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399029,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0338/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397090,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_28378.htm"},{"id":172740,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0338/report-thumb.jpg"}],"scale":"24000","country":"United States","state":"Florida","otherGeospatial":"Cocoa Beach quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.5,\n              28.25\n            ],\n            [\n              -80.625,\n              28.25\n            ],\n            [\n              -80.625,\n              28.375\n            ],\n            [\n              -80.5,\n              28.375\n            ],\n            [\n              -80.5,\n              28.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688414","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228522,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228521,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43661,"text":"ofr79337 - 1979 - Hydrologic overlay maps of the Cocoa quadrangle, Florida","interactions":[],"lastModifiedDate":"2022-04-18T22:16:01.045306","indexId":"ofr79337","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-337","title":"Hydrologic overlay maps of the Cocoa quadrangle, Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79337","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Cocoa quadrangle, Florida: U.S. Geological Survey Open-File Report 79-337, 7 Plates: 24.11 x 36.35 inches or smaller, https://doi.org/10.3133/ofr79337.","productDescription":"7 Plates: 24.11 x 36.35 inches or smaller","costCenters":[],"links":[{"id":399028,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0337/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399027,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0337/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399026,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0337/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399025,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0337/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399024,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0337/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399023,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0337/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399022,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0337/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":172619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0337/report-thumb.jpg"},{"id":397089,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_28298.htm"}],"country":"United States","state":"Florida","otherGeospatial":"Cocoa quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.75,\n              28.25\n            ],\n            [\n              -80.625,\n              28.25\n            ],\n            [\n              -80.625,\n              28.375\n            ],\n            [\n              -80.75,\n              28.375\n            ],\n            [\n              -80.75,\n              28.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db67ffb4","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228524,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228523,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43662,"text":"ofr79339 - 1979 - Hydrologic overlay maps of the Courtenay quadrangle, Florida","interactions":[],"lastModifiedDate":"2022-04-18T22:12:48.276237","indexId":"ofr79339","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-339","title":"Hydrologic overlay maps of the Courtenay quadrangle, Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79339","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Courtenay quadrangle, Florida: U.S. Geological Survey Open-File Report 79-339, 5 Plates: 23.67 x 36.34 inches or smaller, https://doi.org/10.3133/ofr79339.","productDescription":"5 Plates: 23.67 x 36.34 inches or smaller","costCenters":[],"links":[{"id":399021,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0339/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399020,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0339/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399019,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0339/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399018,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0339/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399017,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0339/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397091,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_28379.htm"},{"id":172620,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0339/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Courtenay quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.75,\n              28.5\n            ],\n            [\n              -80.625,\n              28.5\n            ],\n            [\n              -80.625,\n              28.375\n            ],\n            [\n              -80.75,\n              28.375\n            ],\n            [\n              -80.75,\n              28.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db67ffca","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228526,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228525,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27795,"text":"wri7975 - 1979 - Saltwater-barrier line in Florida: Concepts, considerations, and site examples","interactions":[],"lastModifiedDate":"2019-08-05T11:37:28","indexId":"wri7975","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-75","title":"Saltwater-barrier line in Florida: Concepts, considerations, and site examples","docAbstract":"Construction of canals and enlargement of streams in Florida has been mostly to alleviate impact of floods and to drain wetlands for development. Land drainage and heavy pumpage from coastal water-table aquifers has degraded potable ground and surface water with saltwater. Control of saltwater intrusion is possible through implementation of certain hydrologic principles. State of Florida statute 373.033 provides for a saltwater-barrier line in areas of saltwater intrusion along canals. A saltwater-barrier line is defined as the allowable landward limit that a canal shall be constructed or enlarged or a stream deepened or enlarged without a salinity-control structure seaward of the saltwater-barrier line. The salinity control structure controls saltwater intrusion along a surface-water channel and assists in controlling saltwater intrusion into shallow aquifers. This report briefly reviews the fundamentals of saltwater intrusion in surface-water channels and associated coastal aquifers, describes the effects of established saltwater-barrier lines in Florida, and gives a history of the use and benefits of salinity-control structures. (Woodard-USGS).","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7975","usgsCitation":"Hughes, J.L., 1979, Saltwater-barrier line in Florida: Concepts, considerations, and site examples: U.S. Geological Survey Water-Resources Investigations Report 79-75, v, 29 p., https://doi.org/10.3133/wri7975.","productDescription":"v, 29 p.","costCenters":[],"links":[{"id":366256,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0075/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0075/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.62695312499999,\n              24.287026865376436\n            ],\n            [\n              -79.56298828125,\n              24.287026865376436\n            ],\n            [\n              -79.56298828125,\n              30.996445897426373\n            ],\n            [\n              -87.62695312499999,\n              30.996445897426373\n            ],\n            [\n              -87.62695312499999,\n              24.287026865376436\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c868","contributors":{"authors":[{"text":"Hughes, Jerry L.","contributorId":19944,"corporation":false,"usgs":true,"family":"Hughes","given":"Jerry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198697,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27838,"text":"wri7996 - 1979 - Revision of the documentation for a model for calculating effects of liquid waste disposal in deep saline aquifers","interactions":[],"lastModifiedDate":"2019-07-29T07:14:43","indexId":"wri7996","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-96","title":"Revision of the documentation for a model for calculating effects of liquid waste disposal in deep saline aquifers","docAbstract":"<p>The model developed under this contract is a modified version of the deep well disposal model developed by INTERCOMP Resource Development and Engineering, Inc., for the U.S. Geological Survey (A model for calculating effects of liquid waste disposal in deep saline aquifers). The model is a finite-difference numerical solution of the partial differential equations describing (1) single phase fluid flow in aquifer, (2) energy transport by convection and conduction, and (3) contaminant transport dissolved in the fluid by convection and dispersion. Both the energy and the contaminant transports include molecular diffusion and hydrodynamic dispersion. </p><p>The objective of the contract was to modify the original version of the model for more general applications. Some of the major features are as follows:<br>(1) Fluid density is permitted to be a function of fluid pressure, temperature and contaminant concentration, the viscosity can be described as a function of pressure and temperature. <br>(2) Aquifer heterogeneities in the hydrological properties can be described on a numerical grid block basis.<br>(3) Free water surface is permitted to exist in the aquifer for shallow ground water applications.<br>(4) Contaminant may absorb on rock surface or decay according to a first order reaction. The absorption is described by a linear adsorption isotherm function of rock type in the aquifer.<br>(5) The model is extremely flexible in providing a wide choice of boundary conditions. These include natural flow in the aquifer, aquifer influence functions around the perimeter of the grid in recognition that the gridded region does not have no-flow boundaries, heat losses into the overlying impermeable strata, and the wellbore heat and pressure drop calculations coupled to the aquifer flow equations.<br>(6) The model offers the option of selecting as iterative or direct solution technique, and selecting central or backward finite-difference approximations in both time and space.<br>(7) Virtually any aquifer can be modeled by proper grid block description in three dimensions. In addition, the model is fully transient. The major limitation of the model arises using second-order correct (central-difference) finite-difference approximation in space. To avoid numerical oscillations in the solution, the user must restrict grid block and time step sizes depending upon the magnitude of the dispersivity.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7996","usgsCitation":"INTERA Environmental Consultants, I., 1979, Revision of the documentation for a model for calculating effects of liquid waste disposal in deep saline aquifers: U.S. Geological Survey Water-Resources Investigations Report 79-96, ii, 73 p., https://doi.org/10.3133/wri7996.","productDescription":"ii, 73 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":158703,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7996.jpg"},{"id":310301,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0096/report.pdf","size":"21.76 MB","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602a4e","contributors":{"authors":[{"text":"INTERA Environmental Consultants, Inc.","contributorId":20365,"corporation":false,"usgs":true,"family":"INTERA Environmental Consultants","given":"Inc.","email":"","affiliations":[],"preferred":false,"id":198760,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":36311,"text":"b1481 - 1979 - Bibliography of geology and hydrology, San Juan Basin, New Mexico, Colorado, Arizona, and Utah","interactions":[],"lastModifiedDate":"2022-11-28T20:54:48.85659","indexId":"b1481","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1481","title":"Bibliography of geology and hydrology, San Juan Basin, New Mexico, Colorado, Arizona, and Utah","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/b1481","usgsCitation":"Wright, A.F., 1979, Bibliography of geology and hydrology, San Juan Basin, New Mexico, Colorado, Arizona, and Utah: U.S. Geological Survey Bulletin 1481, iii, 123 p., https://doi.org/10.3133/b1481.","productDescription":"iii, 123 p.","costCenters":[],"links":[{"id":64252,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1481/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":167236,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1481/report-thumb.jpg"},{"id":409755,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21574.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Arizona, Colorado, New Mexico, Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -109.333,\n              37.333\n            ],\n            [\n              -109.333,\n              34.667\n            ],\n            [\n              -107,\n              34.667\n            ],\n            [\n              -107,\n              37.333\n            ],\n            [\n              -109.333,\n              37.333\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db6294a1","contributors":{"authors":[{"text":"Wright, Ann Finley","contributorId":99196,"corporation":false,"usgs":true,"family":"Wright","given":"Ann","email":"","middleInitial":"Finley","affiliations":[],"preferred":false,"id":216116,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29658,"text":"wri7914 - 1979 - Ground-water quality in Bannock, Bear Lake, Caribou, and part of Power counties, southeastern Idaho","interactions":[],"lastModifiedDate":"2018-09-07T13:13:03","indexId":"wri7914","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-14","title":"Ground-water quality in Bannock, Bear Lake, Caribou, and part of Power counties, southeastern Idaho","docAbstract":"<p>This report provides information about the current quality of ground waters in southeastern Idaho and discusses the natural and manmade environmental controls on that quality. This information will be useful in planning and monitoring the development and use of the ground-water resources of southeastern Idaho.</p><p>The southeastern corner of Idaho, as described in this report, encompasses an area of about 4,000 mil in Bannock, Bear Lake, Caribou, and part of Power Counties. The popu- lation of the area in 1975, based on best estimates by the Idaho Division of Budget, Policy Planning, and Coordination (1976) was 75,200. About 80 percent of the population is in and near the city of Pocatello, which is the second largest population center in the State.</p><p>Pocatello's economy depends largely on manufacturing and industrial processing, which includes chemicalfertilizer plants. The econ- omy in the rural areas depends largely on agriculture--both dry and irrigated farming are practiced. Mining is important and expected to dominate the economy in the eastcentral part of the area in the future.</p><p>Natural resources include phosphate ore, which makes up about 35 percent of the U.S. reserves (U.S. Department of Interior and U.S. Department of Agriculture, 1977); ground water, which mostly underlies&nbsp;the several intermontane valleys that dissect the area; and hot springs, which indicate that geothermal energy sources may underlie part of the area. Also, current (1978) speculation is that petroleum reserves may be present in the vicinity of Bear Lake. Development of more sprink- ler-irrigated lands, increases in population, and growth of phosphate mining are expected to place stress on the ground-water resources, both in quality and quantity.&nbsp;</p><p>The purpose of this report is to present the results of a study whose primary objectives were (1) to provide current waterquality data representative of the water in several different aquifers (water- bearing formations) in the study area, and (2) to relate these data to natural and manmade environmental controls. The wells sampled during this study establish a quasi-network, which could be resampled in the future to document and analyze changes (if any) in ground-water quality. Based on this information, planners and water managers could better understand the causeand-effect relations controlling water quality and could better manage land and water-resource development.</p><p>The report is designed for ease of reading and presentation. It uses maps, tables, and abbreviated text to describe geology, hydrology, and ground-water quality and how they are interrelated. Some practical ways for improving water quality are discussed for the benefit of individual water users. The field data collected in making the study are contained in the Data Section of this report.</p><p>The authors gratefully acknowledge the many individual well owners, municipal officials, and private industries that provided well information and allowed access to their properties and collection of water samples. Without their help, this work could not have been done. Water samples were collected at 103 well sites. Waterlevel measurements were made at 98 of these sites during July, August, and September of 1976.&nbsp;</p><p>This study was made by the U.S. Geological Survey in cooperation with the Idaho Department of Water Resources. A similar study is being made (1978) in north Idaho. Other studies are planned, specifically to obtain ground-water-quality data in areas where land and water-resource development is expected or accelerating.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7914","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources","usgsCitation":"Seitz, H.R., and Norvitch, R.F., 1979, Ground-water quality in Bannock, Bear Lake, Caribou, and part of Power counties, southeastern Idaho: U.S. Geological Survey Water-Resources Investigations Report 79-14, vii, 53 p., https://doi.org/10.3133/wri7914.","productDescription":"vii, 53 p.","costCenters":[],"links":[{"id":357118,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0014/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159837,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0014/report-thumb.jpg"}],"country":"United States","state":"Idaho","county":"Bannock County, Bear Lake County, Caribou County, Power County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.90924072265625,\n              42.004407212963585\n            ],\n            [\n              -111.04705810546874,\n              42.004407212963585\n            ],\n            [\n              -111.04705810546874,\n              43.068887774169625\n            ],\n            [\n              -112.90924072265625,\n              43.068887774169625\n            ],\n            [\n              -112.90924072265625,\n              42.004407212963585\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66726f","contributors":{"authors":[{"text":"Seitz, Harold R.","contributorId":61814,"corporation":false,"usgs":true,"family":"Seitz","given":"Harold","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201909,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Norvitch, Ralph F.","contributorId":65456,"corporation":false,"usgs":true,"family":"Norvitch","given":"Ralph","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201910,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29645,"text":"wri7854 - 1979 - Evaluation of a digital model for estuarine water quality simulation in waste allocation studies","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri7854","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-54","title":"Evaluation of a digital model for estuarine water quality simulation in waste allocation studies","docAbstract":"Hydrologic and water-quality data were collected on 4 estuaries in Pasco, Citrus, and Pinellas Counties, Florida, to evaluate modeling results. Current and predicted waste loading of the four estuaries was simulated by use of a two-dimensional steady-state, intertidal-condition model. Concentrations of DO, carbonaceous and nitrogenous BOD, and chloride were simulated as averages over a tidal cycle. General equations for the model are based on the law of conservation of mass. Assumption of steady-state required that water-quality data for calibration be averaged over an appropriate time cycle with respect to volume and cross-section. Diurnal DO fluctuation was determined in 2 estuaries for evaluating the influence of photosynthesis and respiration. The estuary model is best applied by calibrating it for a particular set of observed conditions, and then using this calibrated model for sensitivity analyses without attempting to verify the chosen parameter values against a second set of conditions. Sensitivity analyses included dispersion coefficient , decay rates, photosynthesis, and respiration. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/wri7854","usgsCitation":"Seaburn, G., Jennings, M.E., and Merritt, M.L., 1979, Evaluation of a digital model for estuarine water quality simulation in waste allocation studies: U.S. Geological Survey Water-Resources Investigations Report 78-54, v, 50 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7854.","productDescription":"v, 50 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":95774,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0054/report.pdf","size":"2819","linkFileType":{"id":1,"text":"pdf"}},{"id":159471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0054/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf26","contributors":{"authors":[{"text":"Seaburn, G.E.","contributorId":42193,"corporation":false,"usgs":true,"family":"Seaburn","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":201877,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jennings, Marshall E.","contributorId":55813,"corporation":false,"usgs":true,"family":"Jennings","given":"Marshall","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":201878,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Merritt, Michael L.","contributorId":29392,"corporation":false,"usgs":true,"family":"Merritt","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201876,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44540,"text":"wri7935 - 1979 - Map showing occurrences of spring-deposited travertine in the conterminous Western United States","interactions":[],"lastModifiedDate":"2012-03-02T17:16:06","indexId":"wri7935","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-35","title":"Map showing occurrences of spring-deposited travertine in the conterminous Western United States","docAbstract":"Extinct travertine terraces occur hundreds of meters above present levels of spring activity and have potentials for interpretation of ancient hydrologic systems, rates of downcutting, or rates of tectonic uplift that remain virtually unexploited. The abundance and size of extinct travertine deposits suggest that in many places, such as pinnacles at the southwest end of the Searles Lake basin, California, spring activity was once more widespread and copious than it is now. Travertine of Eocene age has been reported, and a scattering of later Tertiary occurrences is known. But where age has been inferred, the inferred ages are predominantly Pleistocene or younger. So travertine seems to be a geologically transient phenomenon, subject either to removal by erosion or to burial and disappearance. Many travertine deposits are known to be on or close to faults. Their occurrence in otherwise structurally featureless alluvial valleys may, therefore, suggest the possibility of a hidden fault. From the Front Range to the Pacific, more than 300 travertime deposits have been identified. The map shows that the deposits are widely dispersed. However, there are apparent groupings on the Wasatch Fault and associated tectonic areas trending northward in Utah and southern Idaho, and also near the great fault zone that marks the eastern boundary of the Sierra Nevada, California. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri7935","usgsCitation":"Feth, J.H., and Barnes, I., 1979, Map showing occurrences of spring-deposited travertine in the conterminous Western United States: U.S. Geological Survey Water-Resources Investigations Report 79-35, 1 map : col. ; 88 x 78 cm., on sheet 106 x 122 cm., folded to 27 x 21 cm.; Scale 1:2,500,000 (W 125 p0 s--W 105 p0 s/N 49 p0 s--N 32 p0 s) , https://doi.org/10.3133/wri7935.","productDescription":"1 map : col. ; 88 x 78 cm., on sheet 106 x 122 cm., folded to 27 x 21 cm.; Scale 1:2,500,000 (W 125 p0 s--W 105 p0 s/N 49 p0 s--N 32 p0 s) ","costCenters":[],"links":[{"id":134861,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81926,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0035/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81927,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0035/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ee4b07f02db6549af","contributors":{"authors":[{"text":"Feth, J. H.","contributorId":50495,"corporation":false,"usgs":true,"family":"Feth","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":229966,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":229967,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26864,"text":"wri7999 - 1979 - Probable hydrologic effects of a hypothetical failure of Mackay Dam on the Big Lost River Valley from Mackay, Idaho to the Idaho National Engineering Laboratory","interactions":[],"lastModifiedDate":"2019-08-05T11:29:47","indexId":"wri7999","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-99","title":"Probable hydrologic effects of a hypothetical failure of Mackay Dam on the Big Lost River Valley from Mackay, Idaho to the Idaho National Engineering Laboratory","docAbstract":"Mackay Dam is an irrigation reservoir on the Big Lost River, Idaho, approximately 7.2 kilometers northwest of Mackay, Idaho. Consequences of possible rupture of the dam have long concerned the residents of the river valley. The presence of reactors and of a management complex for nuclear wastes on the reservation of the Idaho National Engineering Laboratory (INEL), near the river , give additional cause for concern over the consequences of a rupture of Mackay Dam. The objective of this report is to calculate and route the flood wave resulting from the hypothetical failure of Mackay Dam downstream to the INEL. Both a full and a 50 percent partial breach of this dam are investigated. Two techniques are used to develop the dam-break model. The method of characteristics is used to propagate the shock wave after the dam fails. The linear implicit finite-difference solution is used to route the flood wave after the shock wave has dissipated. The time of travel of the flood wave, duration of flooding, and magnitude of the flood are determined for eight selected sites from Mackay Dam, Idaho, through the INEL diversion. At 4.2 kilometers above the INEL diversion, peak discharges of 1,550.2 and 1,275 cubic meters per second and peak flood elevations of 1,550.3 and 1,550.2 meters were calculated for the full and partial breach, respectively. Flood discharges and flood peaks were not compared for the area downstream of the diversion because of the lack of detailed flood plain geometry. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7999","usgsCitation":"Druffel, L., Stiltner, G.J., and Keefer, T.N., 1979, Probable hydrologic effects of a hypothetical failure of Mackay Dam on the Big Lost River Valley from Mackay, Idaho to the Idaho National Engineering Laboratory: U.S. Geological Survey Water-Resources Investigations Report 79-99, v, 47 p. , https://doi.org/10.3133/wri7999.","productDescription":"v, 47 p. ","costCenters":[],"links":[{"id":366249,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0099/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Mackay Dam","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.73115539550781,\n              43.94611396680085\n            ],\n            [\n              -113.6700439453125,\n              43.94611396680085\n            ],\n            [\n              -113.6700439453125,\n              43.97626348608208\n            ],\n            [\n              -113.73115539550781,\n              43.97626348608208\n            ],\n            [\n              -113.73115539550781,\n              43.94611396680085\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660b94","contributors":{"authors":[{"text":"Druffel, Leroy","contributorId":95069,"corporation":false,"usgs":true,"family":"Druffel","given":"Leroy","email":"","affiliations":[],"preferred":false,"id":197145,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stiltner, Gloria J.","contributorId":12491,"corporation":false,"usgs":true,"family":"Stiltner","given":"Gloria","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197143,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Keefer, Thomas N.","contributorId":43752,"corporation":false,"usgs":true,"family":"Keefer","given":"Thomas","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":197144,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26863,"text":"wri7912 - 1979 - Water resources of the Swinomish Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2019-05-14T13:51:06","indexId":"wri7912","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-12","title":"Water resources of the Swinomish Indian Reservation, Washington","docAbstract":"<p>The Swinomish Indian Reservation occupies 17 mi<sup>2</sup>on Fidalgo Island, northwestern Washington. Six square miles are underlain by mudflats or low-lying alluvial deposits, and are not part of the study area. An appraisal of the water resources of the reservation was made because the Swinomish Tribal Community expects rapid economic and population growth in the near future.</p><p>Average inflow to the hydrologic system of the reservation is 24 ft<sup>3</sup>/s (cubic feet per second). Outflow consists of evapotranspiration (15 ft<sup>3</sup>/s), subsurface outflow (5 ft<sup>3</sup>/s), and surface-water outflow (4 ft<sup>3</sup>/s). Recharge to the ground-water reservoir is 8 ft<sup>3</sup>/s.</p><p>Most of the study area is a remnant of a glacial drift plain underlain by three types of unconsolidated deposits. The uppermost unit consists primarily of till, the intermediate unit is predominantly sand and gravel, and the lowermost unit is nearly all clay and silt. The total storage capacity is about 6.3 billion cubic feet of water.</p><p>During 1976 human interaction with the hydrologic system was negligible, with an average rate of water use of 0.19 ft<sup>3</sup>/s. Seventy percent of this was pumped from the ground-water reservoir and the rest was imported.</p><p>Water levels in six wells extending below mean sea level were found to fluctuate as much as 2.8 feet in response to tidal fluctuations, representing maximum tidal efficiencies of 42 percent. Below sea level is a freshwater-saltwater zone of diffusion at least 150 feet thick.</p><p>Dissolved-solids concentrations are estimatd to be 10-20 mg/L (milligrams per liter) in precipitation, increase to 15-35 mg/L due to evapotranspiration, reach 45 mg/L in direct runoff, and increase to about 160 mg/L in shallow ground water and about 245 mg/L in deep ground water. In the zone of saltwater diffusion concentrations up to 1,570 mg/L were measured. Human interaction with the hydrologic system has had little apparent effect on water quality.</p><p>Ground-water quality is generally within the acceptable limits of the Federal Safe Drinking Water Act. The maximum contaminant levels for turbidity, arsenic, and coliform bacteria have been exceeded in a few samples.</p><p>Recommended limits have been exceeded for iron, manganese, chloride, dissolved solids, pH, and color. Most of the large concentrations of these constituents were in water from the zone of saltwater diffusion.</p><p>The ground-water reservoir can be developed to a greater degree. If 20 percent of the 8 ft<sup>3</sup>/s of ground-water recharge can be intercepted, a net rate of ground-water withdrawal of 1.6 ft<sup>3</sup>/s can be attained. Aquiculture development is possible on the two largest streams in the reservation in the form of incubation stations handling 600,000 eggs each. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7912","collaboration":"Prepared in cooperation with the Swinomish Tribal Community","usgsCitation":"Drost, B., 1979, Water resources of the Swinomish Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 79-12, Report: x, 83 p.; 5 Plates: 13.70 x 28.38 inches or smaller, https://doi.org/10.3133/wri7912.","productDescription":"Report: x, 83 p.; 5 Plates: 13.70 x 28.38 inches or smaller","costCenters":[],"links":[{"id":157544,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0012/report-thumb.jpg"},{"id":363788,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363789,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363787,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363790,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363791,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363792,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"datum":"Mean Sea Level","country":"United States","state":"Washington","otherGeospatial":"Swinomish Indian Reservation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.58682250976562,\n              48.35100160942683\n            ],\n            [\n              -122.45155334472656,\n              48.35100160942683\n            ],\n            [\n              -122.45155334472656,\n              48.464498854118204\n            ],\n            [\n              -122.58682250976562,\n              48.464498854118204\n            ],\n            [\n              -122.58682250976562,\n              48.35100160942683\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eec53","contributors":{"authors":[{"text":"Drost, B. W.","contributorId":38526,"corporation":false,"usgs":true,"family":"Drost","given":"B. W.","affiliations":[],"preferred":false,"id":197142,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44654,"text":"wri7977 - 1979 - Low-flow hydrology of the Sulphur Fork Red River basin, Robertson County, north-central Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:11:03","indexId":"wri7977","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-77","title":"Low-flow hydrology of the Sulphur Fork Red River basin, Robertson County, north-central Tennessee","docAbstract":"The objectives of this study were to define (1) the average 3-day natural low-flow with a 20-year recurrence interval for five low-flow partial-record sites and one continuous record station, (2) losing and gaining reaches of the main stem of the Sulphur Fork Red River and major tributaries, and (3) the quality of water during low-flow. An additional objective was the collection of continuous streamflow and temperature data at selected sites for development of a thermal model for use as a guide in design and management of a small reservoir. The quantity of surface water during low-flow varies considerably throughout the basin. Streamflow during periods of drought is groundwater discharging through numerous springs and seeps. The average 3-day, 20-year low-flow of the six study sites range from 0.1 to 2.2 cubic feet per second. Seepage investigations in October 1976 show that as much as 4.4 cubic feet per second are lost from the Sulphur Fork Red River within a reach of 1.7 miles between river mile 30.8 and 29.1. Seepage investigations in July 1977 show that as much as 3.7 cubic feet per second are gained in the Sulphur Fork Red River within a reach of 0.8 miles between river mile 42.6 and 41.8. Measured discharges from the 12 major springs in the basin ranged from less than 1 to 1660 gallons per minute during low-flow. Water quality of streams varies in time and space. Specific conductance ranged from 200 to 1,800 micromhos per centimeter at 25O centigrade during the 1976 seepage investigation on the Sulphur Fork Red River. During the two-year study the specific conductance of water from the springs ranged from 230 to 675 micromhos per centimeter at 25O centigrade.","language":"ENGLISH","doi":"10.3133/wri7977","usgsCitation":"Robbins, C.H., 1979, Low-flow hydrology of the Sulphur Fork Red River basin, Robertson County, north-central Tennessee: U.S. Geological Survey Water-Resources Investigations Report 79-77, 67 P., https://doi.org/10.3133/wri7977.","productDescription":"67 P.","costCenters":[],"links":[{"id":3759,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri79-0077/","linkFileType":{"id":5,"text":"html"}},{"id":123826,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_79_77.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648787","contributors":{"authors":[{"text":"Robbins, Clarence H.","contributorId":44159,"corporation":false,"usgs":true,"family":"Robbins","given":"Clarence","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":230204,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30392,"text":"wri79105 - 1979 - Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas","interactions":[],"lastModifiedDate":"2017-12-06T14:03:59","indexId":"wri79105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-105","title":"Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas","docAbstract":"<p>Data are presented that result from an intensive geohydrologic study for water-supply planning in a 12-square-mile area in northeastern Wichita County, Kansas. These data include records of wells, test drilling, chemical analyses, ground-water levels, rainfall, soilmoisture, well yield, solar radiation, crop yield, and crop acreage. Data indicate that water levels in the unconsolidated aquifer are declining at an average annual rate of about 1 to 2 feet per year (1950-78). This decline is the aquifer's response to pumping by irrigation wells for watering corn, wheat, grain sorghum, and other crops.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri79105","usgsCitation":"Kume, J., Dunlap, L.E., Gutentag, E., and Thomas, J., 1979, Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas: U.S. Geological Survey Water-Resources Investigations Report 79-105, iv, 51 p., https://doi.org/10.3133/wri79105.","productDescription":"iv, 51 p.","numberOfPages":"59","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":160599,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0105/report-thumb.jpg"},{"id":349813,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-101.485,38.7002],[-101.1293,38.7001],[-101.1254,38.264],[-101.5405,38.2631],[-101.5669,38.2633],[-101.5694,38.7004],[-101.485,38.7002]]]},\"properties\":{\"name\":\"Wichita\",\"state\":\"KS\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6117c1","contributors":{"authors":[{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":203176,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dunlap, L. E.","contributorId":45685,"corporation":false,"usgs":true,"family":"Dunlap","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203173,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gutentag, E. D.","contributorId":70015,"corporation":false,"usgs":true,"family":"Gutentag","given":"E. D.","affiliations":[],"preferred":false,"id":203175,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thomas, J.G.","contributorId":55868,"corporation":false,"usgs":true,"family":"Thomas","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":203174,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26821,"text":"wri7963 - 1979 - Environmental features, general hydrology, and external sources of nutrients affecting Wilderness Lake, King County, Washington","interactions":[],"lastModifiedDate":"2019-08-05T11:26:57","indexId":"wri7963","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-63","title":"Environmental features, general hydrology, and external sources of nutrients affecting Wilderness Lake, King County, Washington","docAbstract":"A water budget prepared for Wilderness Lake, a candidate for lake-quality restoration, indicates that of the 530 acre-feet of water that enters the lake each year, 170 acre-feet is from precipitation and 360 acre-feet is from groundwater inflow. An equal amount leaves the lake, and of this, 380 acre-feet is by surface runoff, 8 acre-feet is by groundwater seepage, and 140 acre-feet is by evaporation. Based on these amounts of inflow and outflow, the theoretical water-renewal time of the lake is calculated to be 2.6 years. The annual contributions of nitrogen and phosphorus to the lake from precipitation, natural ground water, and septic-tank leachate are about 920 kilograms nitrogen and 38 kilograms phosphorus. Nitrogen and phosphorus contributions from other sources were not assessed but could be significant. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7963","usgsCitation":"Dion, N.P., 1979, Environmental features, general hydrology, and external sources of nutrients affecting Wilderness Lake, King County, Washington: U.S. Geological Survey Water-Resources Investigations Report 79-63, v, 27 p. , https://doi.org/10.3133/wri7963.","productDescription":"v, 27 p. ","costCenters":[],"links":[{"id":366246,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0063/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0063/report-thumb.jpg"}],"country":"United States","state":"Washington","county":"King County","otherGeospatial":"Wilderness Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.03922271728514,\n              47.36929191683155\n            ],\n            [\n              -122.0313262939453,\n              47.36929191683155\n            ],\n            [\n              -122.0313262939453,\n              47.38021933437073\n            ],\n            [\n              -122.03922271728514,\n              47.38021933437073\n            ],\n            [\n              -122.03922271728514,\n              47.36929191683155\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6023ec","contributors":{"authors":[{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26802,"text":"wri7970 - 1979 - Hydrologic data on channel adjustments, 1970 to 1975, on the Rio Grande downstream from Cochiti Dam, New Mexico before and after closure","interactions":[],"lastModifiedDate":"2018-11-19T12:15:28","indexId":"wri7970","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-70","title":"Hydrologic data on channel adjustments, 1970 to 1975, on the Rio Grande downstream from Cochiti Dam, New Mexico before and after closure","docAbstract":"<p>Cross-section channel profiles, sediment transport and hydrologic data have been observed (before and after closure of the dam) and computed for a series of investigations from 1970 to 1975 at 37 cross sections established along a 59 mile (95 kilometer) study reach from Cochiti Dam to Isleta Diversion Dam, N. Mex.</p><p>Cochiti Dam began impounding water in November 1973. Because the dam will trap virtually all of the sediment load originating upstream and water discharge will be controlled, it is expected that equilibrium values of channel width, depth, slope and sediment-transport capability in the existing main stem of the Rio Grande will change. Changes in cross sections with time and space and changes in size distribution of sediments are documented.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7970","usgsCitation":"Dewey, J.D., Roybal, F., and Funderburg, D., 1979, Hydrologic data on channel adjustments, 1970 to 1975, on the Rio Grande downstream from Cochiti Dam, New Mexico before and after closure: U.S. Geological Survey Water-Resources Investigations Report 79-70, viii, 531 p. , https://doi.org/10.3133/wri7970.","productDescription":"viii, 531 p. ","numberOfPages":"544","costCenters":[],"links":[{"id":158507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0070/report-thumb.jpg"},{"id":359558,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0070/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","otherGeospatial":"Cochiti Dam, Rio Grande","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.820068359375,\n              34.8971951696173\n            ],\n            [\n              -106.00433349609375,\n              34.8971951696173\n            ],\n            [\n              -106.00433349609375,\n              35.97578349847199\n            ],\n            [\n              -106.820068359375,\n              35.97578349847199\n            ],\n            [\n              -106.820068359375,\n              34.8971951696173\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607323","contributors":{"authors":[{"text":"Dewey, Jack D.","contributorId":60272,"corporation":false,"usgs":true,"family":"Dewey","given":"Jack","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197028,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Roybal, F.E.","contributorId":62998,"corporation":false,"usgs":true,"family":"Roybal","given":"F.E.","email":"","affiliations":[],"preferred":false,"id":197029,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Funderburg, D.E.","contributorId":79101,"corporation":false,"usgs":true,"family":"Funderburg","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":197030,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
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