{"pageNumber":"2192","pageRowStart":"54775","pageSize":"25","recordCount":68892,"records":[{"id":48632,"text":"ofr802044 - 1980 - Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin","interactions":[],"lastModifiedDate":"2016-08-09T13:17:35","indexId":"ofr802044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-2044","title":"Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin","docAbstract":"<p>The U.S. Department of Energy is considering the feasibility of using salt domes in the northeast Texas salt-dome basin as repositories for radioactive wastes that may require complete confinement for as much as 250,000 years. Four of fourteen known shallow piercement salt domes within the basin--Keechi, Mount Sylvan, Oakwood, and Palestine Salt Domes&mdash;have been selected as candidate domes for further study and possible selection as storage sites.</p>\n<p>The salt within these domes has penetrated as much as 20,000 feet of Mesozoic and Cenozoic strata, and presently .extends to within 120 to 800 feet of the land surface. The salt penetrates or closely underlies major freshwater and salinewater aquifers within the basin. To provide a safe repository for radioactive wastes within one or more of these domes, a thorough understanding of the geohydrology needs to be obtained, and the hydrologic stability of the domes needs to be established for the expected life of the storage facility.</p>\n<p>Dissolution may exist at all four candidate salt domes, possibly through contact with Cretaceous or Tertiary aquifers, or through fault systems in the vicinity of the domes. Strata overlying and surrounding Palestine and Keechi Salt Domes have been arched into steeply-dipping folds that are complexly faulted. Similar conditions exist at Oakwood and Mount Sylvan Domes, except that the Tertiary strata have been only moderately disturbed.</p>\n<p>Cap rock, which is generally accepted to be an indication of salt dissolution, is present in varying amounts over all four domes. Salinewater has been reported at the surface at all candidate domes except Oakwood, but only two water wells near the domes yield water containing possible anomalous concentrations of dissolved chloride--one at Keechi and one at Oakwood. Possible subsurface plumes of salinewater, which are indications of instability, exist at all four domes.</p>\n<p>Additional problems concerning the hydrologic stability of Oakwood and Palestine Salt Domes have resulted from the disposal of oil-field salinewater in the cap rock at the Oakwood Dome and previous solution mining of salt at the Palestine Dome Additional investigations are needed to determine if a selected dome is hydrologically stable. Needed investigations include: (1) A more complete comparative analysis of the regional and local geohydrologic system; (2) a site-specific drilling and sampling program to analyze the cap rock-aquifer boundary, sediment distribution, hydraulic-parameter variations, hydraulic-head relationships, and hydrochemical patterns; and (3) mass-transport computer modeling of ground-water flow at the domes.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr802044","usgsCitation":"Carr, J.E., Halasz, S.J., and Peters, H.B., 1980, Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin: U.S. Geological Survey Open-File Report 80-2044, Report: iv, 39 p.; 17 Plates, https://doi.org/10.3133/ofr802044.","productDescription":"Report: iv, 39 p.; 17 Plates","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":171965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/2044/report-thumb.jpg"},{"id":85455,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85456,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85457,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85458,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85459,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/2044/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85444,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85445,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85446,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85460,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85447,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85448,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85449,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85450,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85451,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85452,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85453,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85454,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8944","contributors":{"authors":[{"text":"Carr, Jerry E.","contributorId":47758,"corporation":false,"usgs":true,"family":"Carr","given":"Jerry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237898,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Halasz, Stephen J.","contributorId":24015,"corporation":false,"usgs":true,"family":"Halasz","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237897,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, Henry B.","contributorId":72854,"corporation":false,"usgs":true,"family":"Peters","given":"Henry","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":237899,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48631,"text":"ofr802037 - 1980 - Water-quality data for aquifers, streams, and lakes in the vicinity of Keechi, Mount Sylvan, Oakwood, and Palestine salt domes, northeast Texas salt-dome basin","interactions":[],"lastModifiedDate":"2016-08-11T12:19:27","indexId":"ofr802037","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-2037","title":"Water-quality data for aquifers, streams, and lakes in the vicinity of Keechi, Mount Sylvan, Oakwood, and Palestine salt domes, northeast Texas salt-dome basin","docAbstract":"<p>This report contains water-quality data for aquifers, streams, and lakes in the vicinity of Keechi, Mount Sylvan, Oakwood, and Palestine Salt Domes, in the northeast Texas salt-dome basin. Water-quality data were compiled for aquifers in the Wilcox Group, the Carrizo Sand, and the Queen City Sand. The data include analyses for dissolved solids, pH, temperature, hardness, calcium, magnesium, sodium, bicarbonate, chloride, and sulfate. Water-quality and streamflow data were obtained from 63 surface-water sites in the vicinity of the domes. These data include water discharge, specific conductance, pH, water temperature, and dissolved oxygen. Samples were collected at selected sites for analysis of principal and selected minor dissolved constituents.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr802037","usgsCitation":"Carr, J.E., Halasz, S.J., and Liscum, F., 1980, Water-quality data for aquifers, streams, and lakes in the vicinity of Keechi, Mount Sylvan, Oakwood, and Palestine salt domes, northeast Texas salt-dome basin: U.S. Geological Survey Open-File Report 80-2037, Report: iv, 93 p.; 5 Plates: 13.55 x 12.63 inches or smaller, https://doi.org/10.3133/ofr802037.","productDescription":"Report: iv, 93 p.; 5 Plates: 13.55 x 12.63 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":85438,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2037/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85439,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2037/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85440,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2037/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171964,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/2037/report-thumb.jpg"},{"id":85442,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2037/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85441,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2037/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85443,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/2037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688af2","contributors":{"authors":[{"text":"Carr, Jerry E.","contributorId":47758,"corporation":false,"usgs":true,"family":"Carr","given":"Jerry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237895,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Halasz, Stephen J.","contributorId":24015,"corporation":false,"usgs":true,"family":"Halasz","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237894,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Liscum, Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":237896,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48627,"text":"ofr802018 - 1980 - Research on uranium resource models; a progress report","interactions":[],"lastModifiedDate":"2012-02-02T00:10:48","indexId":"ofr802018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-2018","title":"Research on uranium resource models; a progress report","language":"ENGLISH","doi":"10.3133/ofr802018","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Research on uranium resource models; a progress report: U.S. Geological Survey Open-File Report 80-2018, 157 leaves in various foliations : ill. ; 28 cm., https://doi.org/10.3133/ofr802018.","productDescription":"157 leaves in various foliations : ill. ; 28 cm.","costCenters":[],"links":[{"id":171960,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/2018/report-thumb.jpg"},{"id":85435,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2018/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85436,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/2018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c60a","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531822,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48620,"text":"ofr801292 - 1980 - Summary of hydrologic data for the East Everglades, Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:39","indexId":"ofr801292","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1292","title":"Summary of hydrologic data for the East Everglades, Dade County, Florida","docAbstract":"The East Everglades area in south-central Dade County, Fla., occupies approximately 240 square miles. The area is flat and low lying with elevations ranging from sea level in the southeast part to 10 feet at Chekika Hammock with an average elevation of about 6 feet. Rainfall in the area averages 57.9 inches a year with about 80% of the total falling during the May to October wet season. There is some residential development and farming in the east-central part of the area where land elevations are slightly higher. Pressure by agricultural, commerical, and housing interests to develop the area is increasing. Historically, most of the area was flooded for extended periods of time. The construction of canals, levees, and controls has lowered the average water levels of the area. This has reduced the extent and decreased the time of flooding. Long-term hydrographs show graphically the effects that the water control works have had on the hydrologic system. The change in discharge into the north end of the East Everglades through the Tamiami Canal outlets, Levees 30 to 67A, due to construction is very pronounced. Maps showing the altitude of the water table for wet and dry periods indicate that Levee 67 Extended Canal greatly influences the water levels and shape of the water-table contours in the northwestern part of the East Everglades. (USGS)","language":"ENGLISH","doi":"10.3133/ofr801292","usgsCitation":"Schneider, J.J., and Waller, B.G., 1980, Summary of hydrologic data for the East Everglades, Dade County, Florida: U.S. Geological Survey Open-File Report 80-1292, 1 v., 89 p. : ill., maps ; 28 cm., https://doi.org/10.3133/ofr801292.","productDescription":"1 v., 89 p. : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":173234,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698dd8","contributors":{"authors":[{"text":"Schneider, James J.","contributorId":22356,"corporation":false,"usgs":true,"family":"Schneider","given":"James","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":237871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48619,"text":"ofr801284 - 1980 - Effects of artificial-recharge experiments at Ship Creek alluvial fan on water levels at Spring Acres Subdivision, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2023-07-10T17:01:35.66567","indexId":"ofr801284","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1284","title":"Effects of artificial-recharge experiments at Ship Creek alluvial fan on water levels at Spring Acres Subdivision, Anchorage, Alaska","docAbstract":"<p>A subdivision developer encountered water while digging trenches associated with developing property at Spring Acres Subdivision, Anchorage, Alaska, during the summer of 1975. He reported encountering water at a depth of about 8 feet in June 1975 and also reported a rise in water level to approximately land surface by early August. Neither incident was expected by the developer. The U.S. Geological Survey, in cooperation with the Municipality of Anchorage, had conducted an artificial-recharge experiment approximately 9,000 feet northeast of Spring Acres Subdivision from May 20 through September 19, 1975. Recharge experiments were also conducted in 1971, 1973, and 1974. The proximity of the 1975 recharge experiment to the subdivision caused speculation on the possible connection between the experiment and the water problems encountered by the developer.</p><p>The effect of the artificial-recharge experiments on water levels at Spring Acres Subdivision was evaluated by using two digital-computer models constructed to simulate the water-level rises induced by the artificial recharge. The models predicted that the artificial recharge would have caused water levels in the aquifer immediately underlying Spring Acres Subdivision to rise approximately 0.2 foot from May 20 to August 7, 1975. The models also predicted a total rise in ground-water levels of 1.1 feet at this location from July 16, 1973, to August 7, 1975, as a result of the artificial-recharge experiments.</p><p>Water-level data collected for auger holes in March 1975 by a consulting firm for the contractor indicated a depth to water of 6 to 7 feet below land surface at Spring Acres Subdivision at this time. Water levels measured in and near Spring Acres Subdivision several years before and after the 1973-75 artificial-recharge experiments showed seasonal rises of 2 to 12.4 feet. A depth to water below land surface of 2.6 feet was measured 600 feet from the subdivision in 1971 and in the subdivision in 1977. Average depth to water in the area was 7.0 feet from early 1976 to September 1979.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801284","usgsCitation":"Meyer, W., and Patrick, L., 1980, Effects of artificial-recharge experiments at Ship Creek alluvial fan on water levels at Spring Acres Subdivision, Anchorage, Alaska: U.S. Geological Survey Open-File Report 80-1284, iv, 42 p., https://doi.org/10.3133/ofr801284.","productDescription":"iv, 42 p.","costCenters":[],"links":[{"id":418824,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1284/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173158,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1284/report-thumb.jpg"}],"country":"United States","state":"Alaska","city":"Anchorage","otherGeospatial":"Spring Acres Subdivision","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -150.4755123927178,\n              61.368427103919885\n            ],\n            [\n              -150.4755123927178,\n              60.992578931987026\n            ],\n            [\n              -149.30047943452033,\n              60.992578931987026\n            ],\n            [\n              -149.30047943452033,\n              61.368427103919885\n            ],\n            [\n              -150.4755123927178,\n              61.368427103919885\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db62498d","contributors":{"authors":[{"text":"Meyer, William","contributorId":87538,"corporation":false,"usgs":true,"family":"Meyer","given":"William","affiliations":[],"preferred":false,"id":237869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Patrick, Leslie","contributorId":36136,"corporation":false,"usgs":true,"family":"Patrick","given":"Leslie","email":"","affiliations":[],"preferred":false,"id":237868,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48617,"text":"ofr801219 - 1980 - Water resources investigations in New York, 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:10:39","indexId":"ofr801219","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1219","title":"Water resources investigations in New York, 1980","docAbstract":"This report describes the water-resources investigations conducted by the U.S. Geological Survey in New York in 1980; many of these studies will continue into 1981 or longer. The Geological Survey began its water-resources studies in New York State in 1895 with a stream-gaging program in the Catskill Mountain region and entered its first cooperative program, with the Office of the State Engineer, in 1900. Since 1910, the Survey has maintained a District office in Albany to direct its water investigations within the State. A Long Island subdistrict office was established in 1932 to monitor and study the ground-water situation in this area of increasing urbanization. Subdistrict offices are also maintained in Ithaca and Albany to collect and interpret data from western and eastern New York, respectively. A field station is maintained in Potsdam to collect records in the northernmost part of the State. A bibliography of reports published or released in 1980 by the New York District is included. (USGS)","language":"ENGLISH","doi":"10.3133/ofr801219","usgsCitation":"Finch, A.J., 1980, Water resources investigations in New York, 1980: U.S. Geological Survey Open-File Report 80-1219, v, 68 p. : ill., maps ; 28 cm., https://doi.org/10.3133/ofr801219.","productDescription":"v, 68 p. : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":172403,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":94497,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015046045848?urlappend=%3Bseq=3"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f08ac","contributors":{"authors":[{"text":"Finch, Anne J. (compiler)","contributorId":106189,"corporation":false,"usgs":true,"family":"Finch","given":"Anne","suffix":"(compiler)","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237866,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48615,"text":"ofr801213 - 1980 - Discharge data at water-quality monitoring stations in Arkansas: 1979 water year","interactions":[],"lastModifiedDate":"2014-04-25T10:33:58","indexId":"ofr801213","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1213","title":"Discharge data at water-quality monitoring stations in Arkansas: 1979 water year","docAbstract":"This is a brief summary of the objectives, accomplishments, and work plans of the cooperative program between the Arkansas Department of Pollution Control and Ecology (ADPC&E) and the U.S. Geological Survey.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Little Rock, AK","doi":"10.3133/ofr801213","collaboration":"Prepared in cooperation with the Arkansas Department of Pollution Control and Ecology","usgsCitation":"Knott, R., 1980, Discharge data at water-quality monitoring stations in Arkansas: 1979 water year: U.S. Geological Survey Open-File Report 80-1213, ii, 33 p., https://doi.org/10.3133/ofr801213.","productDescription":"ii, 33 p.","numberOfPages":"39","temporalStart":"1978-10-01","temporalEnd":"1979-09-30","costCenters":[],"links":[{"id":286632,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":286631,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1213/report.pdf"}],"country":"United States","state":"Iowa","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -94.6179,33.0041 ], [ -94.6179,36.4997 ], [ -89.6468,36.4997 ], [ -89.6468,33.0041 ], [ -94.6179,33.0041 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64aa64","contributors":{"authors":[{"text":"Knott, R.K.","contributorId":102484,"corporation":false,"usgs":true,"family":"Knott","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":237864,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48614,"text":"ofr801212 - 1980 - Ground-water data for Michigan 1979","interactions":[],"lastModifiedDate":"2017-07-12T10:19:18","indexId":"ofr801212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1212","title":"Ground-water data for Michigan 1979","docAbstract":"<p>The purpose of this report is to make available the 1979 records of water levels and related data for the principal aquifers of the State. This report is written for municipalities, industries, institutions, consultants, drillers, hydrologists, and other people interested in the ground-water resources.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr801212","usgsCitation":"Huffman, G., 1980, Ground-water data for Michigan 1979: U.S. Geological Survey Open-File Report 80-1212, iv, 56 p., https://doi.org/10.3133/ofr801212.","productDescription":"iv, 56 p.","numberOfPages":"63","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":172305,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1212/report-thumb.jpg"},{"id":343648,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":48611,"text":"ofr801206 - 1980 - Data from a hydrologic reconnaissance of the Beluga, Peters Creek, and Healy coal areas, Alaska","interactions":[],"lastModifiedDate":"2023-06-12T17:10:24.7605","indexId":"ofr801206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1206","title":"Data from a hydrologic reconnaissance of the Beluga, Peters Creek, and Healy coal areas, Alaska","docAbstract":"<p>Data are tabulated from a hydrologic study of the Beluga, Peters Creek, and Healy coal areas from July 1975 to June 1979. These include streamflow and water-quality data for all three areas, ground-water data for the Beluga and Healy coal areas, and information from springs in the Beluga coal area. Results of analyses of samples of the benthic invertebrate community in the Beluga area are also included.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801206","usgsCitation":"Scully, D.R., Krumhardt, A.P., and Kernodle, D.R., 1980, Data from a hydrologic reconnaissance of the Beluga, Peters Creek, and Healy coal areas, Alaska: U.S. Geological Survey Open-File Report 80-1206, iv, 54 p., https://doi.org/10.3133/ofr801206.","productDescription":"iv, 54 p.","costCenters":[],"links":[{"id":418009,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1206/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":172302,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1206/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Beluga coal area, Healy coal area, Peters Creek coal area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -152.17401545302988,\n              63.54723723276055\n            ],\n            [\n              -152.17401545302988,\n              62.226200063107456\n            ],\n            [\n              -149.42861134509192,\n              62.226200063107456\n            ],\n            [\n              -149.42861134509192,\n              63.54723723276055\n            ],\n            [\n              -152.17401545302988,\n              63.54723723276055\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c8bb","contributors":{"authors":[{"text":"Scully, David R.","contributorId":6857,"corporation":false,"usgs":true,"family":"Scully","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":237857,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krumhardt, Andrea P.","contributorId":71946,"corporation":false,"usgs":true,"family":"Krumhardt","given":"Andrea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":237859,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kernodle, Donald R.","contributorId":63003,"corporation":false,"usgs":true,"family":"Kernodle","given":"Donald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":237858,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30286,"text":"wri80113 - 1980 - Impact of reservoir-development alternatives on streamflow quantity in the Yampa River Basin, Colorado and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri80113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-113","title":"Impact of reservoir-development alternatives on streamflow quantity in the Yampa River Basin, Colorado and Wyoming","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri80113","usgsCitation":"Veenhuis, J.E., and Hillier, D.E., 1980, Impact of reservoir-development alternatives on streamflow quantity in the Yampa River Basin, Colorado and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 80-113, viii, 72 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri80113.","productDescription":"viii, 72 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119692,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0113/report-thumb.jpg"},{"id":59077,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0113/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f968b","contributors":{"authors":[{"text":"Veenhuis, Jack E.","contributorId":66745,"corporation":false,"usgs":true,"family":"Veenhuis","given":"Jack","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202989,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hillier, Donald E.","contributorId":105282,"corporation":false,"usgs":true,"family":"Hillier","given":"Donald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202990,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48478,"text":"ofr80221 - 1980 - Water-level contour map of the Biscayne aquifer, Alexander Orr and southwest well-field areas, Dade County, Florida, May 2, 1978","interactions":[],"lastModifiedDate":"2021-10-21T15:48:18.776241","indexId":"ofr80221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-221","title":"Water-level contour map of the Biscayne aquifer, Alexander Orr and southwest well-field areas, Dade County, Florida, May 2, 1978","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80221","usgsCitation":"Swayze, L.J., 1980, Water-level contour map of the Biscayne aquifer, Alexander Orr and southwest well-field areas, Dade County, Florida, May 2, 1978: U.S. Geological Survey Open-File Report 80-221, 1 Plate: 29.94 × 26.38 inches, https://doi.org/10.3133/ofr80221.","productDescription":"1 Plate: 29.94 × 26.38 inches","costCenters":[],"links":[{"id":169782,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":85293,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0221/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":390736,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75226.htm"}],"country":"United States","state":"Florida","otherGeospatial":"Alexander Orr and southwest well-field areas, Biscayne aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.4167,\n              25.625\n            ],\n            [\n              -81.25,\n              25.625\n            ],\n            [\n              -81.25,\n              25.75\n            ],\n            [\n              -81.4167,\n              25.75\n            ],\n            [\n              -81.4167,\n              25.625\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e76ae","contributors":{"authors":[{"text":"Swayze, Leo J.","contributorId":55437,"corporation":false,"usgs":true,"family":"Swayze","given":"Leo","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237596,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48475,"text":"ofr8043 - 1980 - A statistical analysis of the quality of surface water in Nebraska","interactions":[],"lastModifiedDate":"2020-02-21T13:03:13","indexId":"ofr8043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-43","title":"A statistical analysis of the quality of surface water in Nebraska","docAbstract":"This report provides descriptive statistics for 29 chemical or biological constituents for 109 stream sites in Nebraska sampled by the U.S. Geological Survey beginning in 1946. Also provided for each site are regression equations relating specific conductance to each of 12 chemical constituents and a regression equation relating specific conductance to stream discharge. The descriptive statistics are presented by river basins. Water leaving these basins that has the lowest mean specific conductance (266 umho/cm) is from the Niobrara River at Verdel, and water that has the highest (1,890 umho/cm) is from the South Platte River at Roscoe. Statewide, the principal cations in streamflow are calcium and sodium, and the principal anions are bicarbonate and sulfate. Calcium and bicarbonate usually predominate where mean specific conductance is less than 1,000 umho/cm, and sodium and sulfate predominate where the mean exceeds 1,000 umho/cm. Based on regression equations, dissolved solids, hardness, calcium, magnesium and bicarbonate, with some exceptions, correlate well with specific conductance for all stream sites. Illustrations of how regression equations may be used to estimate water quality of streamflow are given and are compared with values from actual analyses. 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,{"id":2579,"text":"wsp2072 - 1980 - Suspended-sediment discharge in five streams near Harrisburg, Pennsylvania, before, during, and after highway construction","interactions":[{"subject":{"id":15598,"text":"ofr74140 - 1974 - Sediment characteristics of five streams near Harrisburg, Pa., before highway construction","indexId":"ofr74140","publicationYear":"1974","noYear":false,"title":"Sediment characteristics of five streams near Harrisburg, Pa., before highway construction"},"predicate":"SUPERSEDED_BY","object":{"id":2579,"text":"wsp2072 - 1980 - Suspended-sediment discharge in five streams near Harrisburg, Pennsylvania, before, during, and after highway construction","indexId":"wsp2072","publicationYear":"1980","noYear":false,"title":"Suspended-sediment discharge in five streams near Harrisburg, Pennsylvania, before, during, and after highway construction"},"id":1}],"lastModifiedDate":"2017-06-19T14:04:24","indexId":"wsp2072","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"2072","title":"Suspended-sediment discharge in five streams near Harrisburg, Pennsylvania, before, during, and after highway construction","docAbstract":"Rainfall, streamflow, sediment, and turbidity data were collected as part of a study to evaluate the effects of highway construction on suspended-sediment discharges in streams. The study was also designed to evaluate the effectiveness of different erosion-control measures in reducing sediment discharge. Although highway construction increased suspended-sediment discharges from two to four-fold, the rate of sediment discharge quickly returned to pre-construction levels when construction ended. The most effective sediment control evaluated was offstream ponds, which were designed to trap and store sediment laden water from the construction area. The offstream ponds trapped about 70 percent of the sediment that reached them during most storms. Seeding and mulching generally reduced sediment loads about 20 percent. Rock dams and bales reduced loads about 5 percent. An onstream pond, constructed on a large stream below the construction area, reduced sediment loads about 80 percent. However, unlike the offstream ponds, which stopped discharging runoff water soon after precipitation ended, the onstream pond kept discharging runoff water, and the stream below the pond remained turbid for extended periods.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp2072","usgsCitation":"Reed, L.A., 1980, Suspended-sediment discharge in five streams near Harrisburg, Pennsylvania, before, during, and after highway construction: U.S. Geological Survey Water Supply Paper 2072, 37 p. : ill., maps ; 23 cm., https://doi.org/10.3133/wsp2072.","productDescription":"37 p. : ill., maps ; 23 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":28855,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2072/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138151,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2072/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687fb6","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":145431,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57428,"text":"wdrOH793 - 1980 - Water Resources Data for Ohio, Water Year 1979--Volume 3. Coal Areas","interactions":[],"lastModifiedDate":"2019-11-06T12:42:46","indexId":"wdrOH793","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"OH-79-3","title":"Water Resources Data for Ohio, Water Year 1979--Volume 3. Coal Areas","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOH793","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Water Resources Data for Ohio, Water Year 1979--Volume 3. Coal Areas: U.S. Geological Survey Water Data Report OH-79-3, v, 160 p., https://doi.org/10.3133/wdrOH793.","productDescription":"v, 160 p.","costCenters":[],"links":[{"id":181256,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1979/oh-79-3/report-thumb.jpg"},{"id":368985,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1979/oh-79-3/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.96875,\n              38.35888785866677\n            ],\n            [\n              -80.5078125,\n              38.35888785866677\n            ],\n            [\n              -80.5078125,\n              41.244772343082076\n            ],\n            [\n              -82.96875,\n              41.244772343082076\n            ],\n            [\n              -82.96875,\n              38.35888785866677\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fca32","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533097,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11255,"text":"ofr8068 - 1980 - Water-quality data for canals in eastern Broward County, Florida, 1975-78","interactions":[],"lastModifiedDate":"2022-05-17T18:25:27.193174","indexId":"ofr8068","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-68","title":"Water-quality data for canals in eastern Broward County, Florida, 1975-78","docAbstract":"<p>Increased urbanization in Broward County has contributed to canals being used as receptacles for urban wastes, sewage effluent, and stormwater runoff. The introduction of contaminants into the canals may affect the water quality. In 1969 the U.S. Geological Survey, in cooperation with the Broward County Pollution Control Board and the South Florida Water Management District, began to monitor the water-quality in canals of eastern Broward County. This report presents selected water-quality data collected from the canals, October 1974 through September 1978, in eastern Broward County.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8068","collaboration":"Prepared in cooperation with the Broward County Environmental Quality Control Board and the South Florida Water Management District","usgsCitation":"Sonntag, W.H., 1980, Water-quality data for canals in eastern Broward County, Florida, 1975-78: U.S. Geological Survey Open-File Report 80-68, iii, 161 p., https://doi.org/10.3133/ofr8068.","productDescription":"iii, 161 p.","costCenters":[],"links":[{"id":145792,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0068/report-thumb.jpg"},{"id":400714,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0068/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Broward County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80.37981,25.949959 ], [ -80.37981,26.37992 ], [ -80.060996,26.37992 ], [ -80.060996,25.949959 ], [ -80.37981,25.949959 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e5e7c","contributors":{"authors":[{"text":"Sonntag, W. H.","contributorId":106127,"corporation":false,"usgs":true,"family":"Sonntag","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":162815,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24525,"text":"ofr80403 - 1980 - Hydrologic setting of Williams Lake, Hubbard County, Minnesota","interactions":[],"lastModifiedDate":"2022-09-15T18:12:26.459915","indexId":"ofr80403","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-403","title":"Hydrologic setting of Williams Lake, Hubbard County, Minnesota","docAbstract":"<p>The hydrology and geology of Williams Lake watershed was studied to evaluate the accuracy of various methods used to determine precipitation and evaporation in lake water-balance studies and to define a lake and ground-water system according to approaches suggested by theoretical modeling studies. Regression analysis between estimated and measured precipitation at the lake showed that the accuracy of regionalization techniques is dependent on the closeness of the data network to the lake. For individual storms, the average-value method was found to be better than either the weighted average or isohyetal methods of determining precipitation, but it was least accurate in estimating 14-day average precipitation. The amount of evaporation calculated by the mass-transfer method ranged from 2 to 7 inches per month from July to October 1978, depending on the method used to determine the mass-transfer coefficient. Test drilling indicated that 30 to 150 feet of sand and gravel overlies till in the Williams Lake watershed. A sand lens about 50 feet thick occurs within the till.</p>\n<p>The configuration of the water table and vertical-head gradients measured from July to December 1978 indicate that ground water moves into the lake from the south and east and moves from the lake into the ground-water reservoir to the west. Preliminary numerical models indicate that the sand lens within the till is effectively isolated from the flow system interacting with the lake and that both inseepage and outseepage were about 1.4 inches from mid-July to mid-October 1978. When estimated as a residual in a water balance, ground water showed a net outseepage only of 1.47 inches.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr80403","collaboration":"Prepared in cooperation with Minnesota Department of Natural* Resources Division of Waters","usgsCitation":"Siegel, D., and Winter, T.C., 1980, Hydrologic setting of Williams Lake, Hubbard County, Minnesota: U.S. Geological Survey Open-File Report 80-403, vii, 56 p., https://doi.org/10.3133/ofr80403.","productDescription":"vii, 56 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":53576,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0403/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":406774,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25793.htm"},{"id":156479,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0403/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.67845916748047,\n              46.948152929705195\n            ],\n            [\n              -94.66163635253906,\n              46.948152929705195\n            ],\n            [\n              -94.66163635253906,\n              46.959870280492964\n            ],\n            [\n              -94.67845916748047,\n              46.959870280492964\n            ],\n            [\n              -94.67845916748047,\n              46.948152929705195\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db60547b","contributors":{"authors":[{"text":"Siegel, Donald I.","contributorId":97499,"corporation":false,"usgs":true,"family":"Siegel","given":"Donald I.","affiliations":[],"preferred":false,"id":192082,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winter, Thomas C.","contributorId":84736,"corporation":false,"usgs":true,"family":"Winter","given":"Thomas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192081,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48602,"text":"ofr801178 - 1980 - Water-quality data from Taylor Creek drainage basin, El Dorado County, California, July 1975 through October 1976","interactions":[],"lastModifiedDate":"2012-02-02T00:10:38","indexId":"ofr801178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1178","title":"Water-quality data from Taylor Creek drainage basin, El Dorado County, California, July 1975 through October 1976","docAbstract":"Data were collected from July 1975 through October 1976 to establish benchmark water-quality conditions in the Taylor Creek drainage basin in California. The Taylor Creek drainage basin is a high-altitude system of lakes and streams which forms one of the tributaries to Lake Tahoe in the Sierra Nevada of California and Nevada. Sampling sites were distributed between the upper and lower reaches of the basin. Streamflow and water-quality data were collected at 13 stream sites. Water-quality data and depth profiles were collected at six lake sites. The reconnaissance included measurement and evaluation of the following selected characteristics: major chemicals, nutrients, fecal coliform bacteria, phytoplankton, periphytic algae, benthic macroinvertebrates, primary productivity, and stream community diversity. (USGS)","language":"ENGLISH","doi":"10.3133/ofr801178","usgsCitation":"Templin, W.E., Green, D.B., and Ferreira, R.F., 1980, Water-quality data from Taylor Creek drainage basin, El Dorado County, California, July 1975 through October 1976: U.S. Geological Survey Open-File Report 80-1178, iv, 95 p. : maps ; 28 cm., https://doi.org/10.3133/ofr801178.","productDescription":"iv, 95 p. : maps ; 28 cm.","costCenters":[],"links":[{"id":173634,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db54550e","contributors":{"authors":[{"text":"Templin, William E.","contributorId":8509,"corporation":false,"usgs":true,"family":"Templin","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237842,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Green, D. Brady david_green@usgs.gov","contributorId":44192,"corporation":false,"usgs":true,"family":"Green","given":"D.","email":"david_green@usgs.gov","middleInitial":"Brady","affiliations":[],"preferred":false,"id":237844,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ferreira, Rodger F.","contributorId":13976,"corporation":false,"usgs":true,"family":"Ferreira","given":"Rodger","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":237843,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48600,"text":"ofr801176 - 1980 - Flood of April-May 1979 in Red River of the North basin, North Dakota and Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T11:00:02","indexId":"ofr801176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1176","title":"Flood of April-May 1979 in Red River of the North basin, North Dakota and Minnesota","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr801176","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers, St. Paul District","usgsCitation":"Ericson, D.W., Holmen, O.O., and Latkovich, V.J., 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O.","contributorId":18831,"corporation":false,"usgs":true,"family":"Holmen","given":"Oren","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":237837,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Latkovich, Vito J.","contributorId":84833,"corporation":false,"usgs":true,"family":"Latkovich","given":"Vito","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237839,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10792,"text":"ofr80224 - 1980 - Source areas of salinity and trends of salt loads in streamflow in the upper Colorado River, Texas","interactions":[],"lastModifiedDate":"2016-08-11T10:19:22","indexId":"ofr80224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-224","title":"Source areas of salinity and trends of salt loads in streamflow in the upper Colorado River, Texas","docAbstract":"<p>A series of seven studies of the quality and quantity of low flows in a 35.5-mile reach of the Colorado River upstream from Colorado City, Texas, were made from February 1975 to March 1978 to delineate areas of saline inflow. These studies showed generally that ground water contributed throughout the reach is saline, but that loads of dissolved constituents in ground-water accretions are highest in three subreaches. Yields per mile of river channel from these subreaches during the low-flow studies averaged more than 5.5 tons of dissolved solids per day, of which more than 1.8 tons were sodium and 2.9 tons were chloride.</p>\n<p>Salt-load trend studies for three long-term continuous streamflow and daily water-quality stations show that the salinity of the flow upstream from Ira (mile 826.3) increased significantly after 1963 but decreased significantly after 1970. Part of the reach upstream from Ira is proximate to oil fields. The production and open-pit disposal of oil-field brines in the area increased significantly in the early 1960's; but a ban on open-pit disposal was enacted in 1969. No significant downward trend of salinity in flow at other daily water-quality stations downstream from Ira occurred after the ban on open-pit disposal of oilfield brines.</p>\n<p>The low-flow and salt-load trend studies indicate that part of the salinity in the flow of the Colorado River has resulted from the inflow of oil-field brine; but preponderant evidence indicates that the major part of the salinity is of natural origin. Neither the ban on open-pit disposal nor pumping of saline ground water has significantly reduced the salinity of flow downstream from Cuthbert (mile 810.6).</p>\n<p>Diversion of saline low flows from the Colorado River at mile 799.3 upstream from Colorado City since January 1969 has resulted in significant improvement in the quality of water. Decreases in the dischargeweighted averages of dissolved solids and chloride in the flow of the Colorado River at Colorado City (mile 796.3) during the 1969-78 water years were about 420 milligrams per liter and 280 milligrams per liter, respectively.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80224","usgsCitation":"Rawson, J., 1980, Source areas of salinity and trends of salt loads in streamflow in the upper Colorado River, Texas: U.S. Geological Survey Open-File Report 80-224, Report: 66 p.; Plate: 10.10 x 14.88 inches, https://doi.org/10.3133/ofr80224.","productDescription":"Report: 66 p.; Plate: 10.10 x 14.88 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":38588,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0224/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38587,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0224/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0224/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7778","contributors":{"authors":[{"text":"Rawson, Jack","contributorId":18345,"corporation":false,"usgs":true,"family":"Rawson","given":"Jack","affiliations":[],"preferred":false,"id":161972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27547,"text":"wri8032 - 1980 - Using channel geometry to estimate flood flow at ungaged sites in Idaho","interactions":[],"lastModifiedDate":"2020-11-04T17:15:16.650015","indexId":"wri8032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-32","title":"Using channel geometry to estimate flood flow at ungaged sites in Idaho","docAbstract":"<p><span>Measurements at bankfull stage were made at 136 sites </span><span>to determine whether predictions of flood discharges using </span><span>channel-geometry characteristics are as good as or better </span><span>than predictions using basin characteristics. These meas</span><span>urements are used to determine the variables of bankfull </span><span>width, area, depth, and velocity. These variables are </span><span>combined with basin characteristics for the sites, and </span><span>multiple-regression techniques are used to select the best </span><span>combination of variables to estimate the selected floods. </span></p><p><span>Generally, discharge estimates obtained from equations using channel characteristics have smaller standard errors than those using basin characteristics, and equations using both basin and channel characteristics have even lower standard errors. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8032","collaboration":"Prepared in cooperation with the Idaho Transportation Department, Division of Highways","usgsCitation":"Harenberg, W., 1980, Using channel geometry to estimate flood flow at ungaged sites in Idaho: U.S. Geological Survey Water-Resources Investigations Report 80-32, Report: ii, 39 p.; 1 Plate: 22.04 x 33.99 inches, https://doi.org/10.3133/wri8032.","productDescription":"Report: ii, 39 p.; 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,{"id":48706,"text":"ofr81329 - 1980 - Ground-water quality and data on wells and springs in Pennsylvania: Volume II, Susquehanna and Potomac River basins","interactions":[],"lastModifiedDate":"2017-06-22T10:58:21","indexId":"ofr81329","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"81-329","title":"Ground-water quality and data on wells and springs in Pennsylvania: Volume II, Susquehanna and Potomac River basins","docAbstract":"Volume II of the Ground-Water Quality and Data on Wells and Springs in Pennsylvania presents ground-water quality and physical data on about 1,400 wells and springs in the Susquehanna and Potomac River basins in Pennsylvania. Locations are shown on site-location maps derived from the hydrologic unit map. Codes showing the geologic age and aquifer are provided. (USGS)","language":"English","publisher":"U.S. Geologic Survey","publisherLocation":"Harrisburg, PA","doi":"10.3133/ofr81329","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Koester, H.E., and Miller, D.R., 1980, Ground-water quality and data on wells and springs in Pennsylvania: Volume II, Susquehanna and Potomac River basins: U.S. Geological Survey Open-File Report 81-329, iii, 131 p., https://doi.org/10.3133/ofr81329.","productDescription":"iii, 131 p.","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":170507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0329/report-thumb.jpg"},{"id":277908,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0329/report.pdf"}],"country":"United States","state":"Pennsylvania","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -79.0000,39.7241 ], [ -79.0000,42.0000 ], [ -76.5000,42.0000 ], [ -76.5000,39.7241 ], [ -79.0000,39.7241 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e85e","contributors":{"authors":[{"text":"Koester, Harry E.","contributorId":96259,"corporation":false,"usgs":true,"family":"Koester","given":"Harry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":238073,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Denise R.","contributorId":102941,"corporation":false,"usgs":true,"family":"Miller","given":"Denise","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":238074,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48569,"text":"ofr801105 - 1980 - Reassessment of the effects of construction dewatering on ground-water levels in the Cowles Unit, Indiana Dunes National Lakeshore, Indiana : Supplement to Geological Survey Water Resources Investigations 78-138","interactions":[],"lastModifiedDate":"2016-05-24T09:15:13","indexId":"ofr801105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1105","title":"Reassessment of the effects of construction dewatering on ground-water levels in the Cowles Unit, Indiana Dunes National Lakeshore, Indiana : Supplement to Geological Survey Water Resources Investigations 78-138","docAbstract":"<p>A revised dewatering plan for the construction of a nuclear power plant at the Northern Indiana Public Service Company 's (NIPSCO) Bailly Generating Station and evidence that suggests that a change in the characteristics of the confining unit 2 in and near Cowles Bog National Landmark may exist have resulted in a reassessment of the effects of construction dewatering on ground-water levels in the Indiana Dunes National Lakeshore. Model results indicate that the revision in the dewatering plan produces water-level declines that do not differ significantly from those described previously. However, when the change in the confining unit beneath Cowles Bog is considered, simulations of the simultaneous decline of a seepage mound after sealing of the fly-ash-ponds and the second phase of construction dewatering indicate that the simulated water-level declines in the aquifer unit 1 at Cowles Bog may be below the water levels tolerated by the National Park Service after 18 months. The water levels may even decline below the tolerable levels in spite of NIPSCO 's proposed plan of artificially recharging the aquifer unit 1 near the excavation site at 400 gal/min. The magnitude of the simulated water-level declines in unit 1 within the Lakeshore, caused by pumping from the excavation, depends on the relation in time between the second phase of dewatering and the decline of the seepage mound after sealing of the fly-ash-ponds, but not on the duration of dewatering beyond 18 months. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr801105","collaboration":"National Park Service","usgsCitation":"Gillies, D.C., and Lapham, W.W., 1980, Reassessment of the effects of construction dewatering on ground-water levels in the Cowles Unit, Indiana Dunes National Lakeshore, Indiana : Supplement to Geological Survey Water Resources Investigations 78-138: U.S. Geological Survey Open-File Report 80-1105, vi, 50 p. : ill., maps ; 28 cm., https://doi.org/10.3133/ofr801105.","productDescription":"vi, 50 p. : ill., maps ; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":161576,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":94494,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015048180700?urlappend=%3Bseq=1"}],"country":"United States","state":"Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.13333333333334,41.61666666666667 ], [ -87.13333333333334,41.666666666666664 ], [ -87.08333333333333,41.666666666666664 ], [ -87.08333333333333,41.61666666666667 ], [ -87.13333333333334,41.61666666666667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a55e4b07f02db62c725","contributors":{"authors":[{"text":"Gillies, Daniel C.","contributorId":39824,"corporation":false,"usgs":true,"family":"Gillies","given":"Daniel","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":237777,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":237778,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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