{"pageNumber":"2208","pageRowStart":"55175","pageSize":"25","recordCount":68892,"records":[{"id":41289,"text":"ofr80428 - 1980 - Preliminary bathymetry: Approaches to Unakwik Inlet, Alaska","interactions":[],"lastModifiedDate":"2021-12-09T20:14:21.720437","indexId":"ofr80428","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":"80-428","title":"Preliminary bathymetry: Approaches to Unakwik Inlet, Alaska","docAbstract":"<p>A map, scale 1:20,000, shows water depths, rocks, and hazards to navigation. These data are noted on track lines run by the Research Vessel Growler in Alaskan waters, where data on navigation shown on published charts are nonexistant, preliminary, or out dated.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80428","usgsCitation":"Post, A., 1980, Preliminary bathymetry: Approaches to Unakwik Inlet, Alaska: U.S. Geological Survey Open-File Report 80-428, 1 Plate: 39.00 × 46.00 inches, https://doi.org/10.3133/ofr80428.","productDescription":"1 Plate: 39.00 × 46.00 inches","costCenters":[],"links":[{"id":108034,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11633.htm","linkFileType":{"id":5,"text":"html"},"description":"11633"},{"id":20002,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0428/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171419,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Unakwik Inlet","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -147.6947021484375,\n              60.86764961744716\n            ],\n            [\n              -147.35687255859375,\n              60.86764961744716\n            ],\n            [\n              -147.35687255859375,\n              61.01572481397616\n            ],\n            [\n              -147.6947021484375,\n              61.01572481397616\n            ],\n            [\n              -147.6947021484375,\n              60.86764961744716\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c9f4","contributors":{"authors":[{"text":"Post, Austin","contributorId":90709,"corporation":false,"usgs":true,"family":"Post","given":"Austin","affiliations":[],"preferred":false,"id":224783,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24411,"text":"ofr80571 - 1980 - Cape Cod Aquifer, Cape Cod, Massachusetts","interactions":[],"lastModifiedDate":"2022-08-02T18:38:18.517501","indexId":"ofr80571","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":"80-571","title":"Cape Cod Aquifer, Cape Cod, Massachusetts","docAbstract":"<p>Ground water was the major source of drinking water on Cape Cod, Massachusetts in 1978. Withdrawals from over 100 municipal wells averaged 17.5 million gallons per day in 1978. Private wells on Cape Cod are estimated to number 15,000. Ground water occurs primarily under unconfined or water-table conditions. Artesian conditions exist where fine silt and clay beds have been deposited along Cape Cod's north shore from Bourne to Brewster, locally along the south shore, and in parts of Chatham and Orleans. Natural recharge to the aquifer is entirely from precipitation. Discharge is by pumping; evapotranspiration; direct evaporation from the water table; and seepage to rivers, marshes, and the ocean. Ground-water quality is generally suitable for domestic uses, although some public and private water wells have been contaminated. Contaminants can enter the ground water by infiltration from land surface, ponds, streams, and swamps. Infiltration from sewage lagoons, sand filter beds, septic tanks, cesspools, recharge pits, wells, or intrusion of saline water may also contaminate the aquifer. Alternative sources of drinking water, including desalination, transport from the mainland, and rainwater cisterns, are many times more expensive.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80571","issn":"0094-9140","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Ryan, B.J., 1980, Cape Cod Aquifer, Cape Cod, Massachusetts: U.S. Geological Survey Open-File Report 80-571, Report: v, 23 p.; 3 Plates: 25.36 x 25.67 inches or smaller, https://doi.org/10.3133/ofr80571.","productDescription":"Report: v, 23 p.; 3 Plates: 25.36 x 25.67 inches or smaller","costCenters":[],"links":[{"id":404686,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0571/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":404685,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0571/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":404684,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0571/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":404683,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0571/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156813,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0571/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cape Cod","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.64208984375,\n              41.50034959128928\n            ],\n            [\n              -69.873046875,\n              41.50034959128928\n            ],\n            [\n              -69.873046875,\n              42.15525946577863\n            ],\n            [\n              -70.64208984375,\n              42.15525946577863\n            ],\n            [\n              -70.64208984375,\n              41.50034959128928\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fde4b07f02db5f692a","contributors":{"authors":[{"text":"Ryan, Barbara J.","contributorId":62989,"corporation":false,"usgs":true,"family":"Ryan","given":"Barbara","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":191878,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16343,"text":"ofr80686 - 1980 - Plan for identification and geological characterization of sites for mined radioactive waste repositories","interactions":[],"lastModifiedDate":"2012-02-02T00:07:11","indexId":"ofr80686","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":"80-686","title":"Plan for identification and geological characterization of sites for mined radioactive waste repositories","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80686","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Plan for identification and geological characterization of sites for mined radioactive waste repositories: U.S. Geological Survey Open-File Report 80-686, iv, 77 p.  ill., map ;28 cm., https://doi.org/10.3133/ofr80686.","productDescription":"iv, 77 p.  ill., map ;28 cm.","costCenters":[],"links":[{"id":149677,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0686/report-thumb.jpg"},{"id":45266,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0686/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68564b","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":528987,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15218,"text":"ofr80556 - 1980 - Directory of member organizations of the National Water Data Exchange (NAWDEX)","interactions":[{"subject":{"id":15218,"text":"ofr80556 - 1980 - Directory of member organizations of the National Water Data Exchange (NAWDEX)","indexId":"ofr80556","publicationYear":"1980","noYear":false,"title":"Directory of member organizations of the National Water Data Exchange (NAWDEX)"},"predicate":"SUPERSEDED_BY","object":{"id":12700,"text":"ofr86310 - 1986 - Directory of member organizations of the National Water Data Exchange (NAWDEX)","indexId":"ofr86310","publicationYear":"1986","noYear":false,"title":"Directory of member organizations of the National Water Data Exchange (NAWDEX)"},"id":1},{"subject":{"id":40497,"text":"ofr79175 - 1979 - Coal resource occurrence and coal development potential maps of the Laskie Draw Quadrangle, Johnson and Campbell counties, Wyoming","indexId":"ofr79175","publicationYear":"1979","noYear":false,"title":"Coal resource occurrence and coal development potential maps of the Laskie Draw Quadrangle, Johnson and Campbell counties, Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":15218,"text":"ofr80556 - 1980 - Directory of member organizations of the National Water Data Exchange (NAWDEX)","indexId":"ofr80556","publicationYear":"1980","noYear":false,"title":"Directory of member organizations of the National Water Data Exchange (NAWDEX)"},"id":2}],"supersededBy":{"id":12700,"text":"ofr86310 - 1986 - Directory of member organizations of the National Water Data Exchange (NAWDEX)","indexId":"ofr86310","publicationYear":"1986","noYear":false,"title":"Directory of member organizations of the National Water Data Exchange (NAWDEX)"},"lastModifiedDate":"2022-08-17T19:08:32.876592","indexId":"ofr80556","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":"80-556","title":"Directory of member organizations of the National Water Data Exchange (NAWDEX)","docAbstract":"<p>The National Water Data Exchange (NAWDEX) is a national confederation of water-oriented organizations working together to improve access to water data. It consists of member organizations from all sectors of the water-data community. This Directory provides the names, addresses, and telephone numbers of all NAWDEX member organizations and their designated NAWDEX representatives.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80556","usgsCitation":"Nokes, J.M., and Blackwell, C.D., 1980, Directory of member organizations of the National Water Data Exchange (NAWDEX): U.S. Geological Survey Open-File Report 80-556, vii, 54 p., https://doi.org/10.3133/ofr80556.","productDescription":"vii, 54 p.","costCenters":[],"links":[{"id":405271,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0556/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148094,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0556/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ab78","contributors":{"authors":[{"text":"Nokes, Janet M.","contributorId":103274,"corporation":false,"usgs":true,"family":"Nokes","given":"Janet","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":170762,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blackwell, Cassandra D.","contributorId":25562,"corporation":false,"usgs":true,"family":"Blackwell","given":"Cassandra","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":170761,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13365,"text":"ofr801031 - 1980 - Geophysical, lithologic, and water-quality data from test well CO-1, Coyote Dry Lake, San Bernardino County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr801031","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":"80-1031","title":"Geophysical, lithologic, and water-quality data from test well CO-1, Coyote Dry Lake, San Bernardino County, California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr801031","usgsCitation":"Dockter, R.D., and Server, G.T., 1980, Geophysical, lithologic, and water-quality data from test well CO-1, Coyote Dry Lake, San Bernardino County, California: U.S. Geological Survey Open-File Report 80-1031, 3 logs, 1 section ;on sheet 76 x 71 cm. fold. in envelope., https://doi.org/10.3133/ofr801031.","productDescription":"3 logs, 1 section ;on sheet 76 x 71 cm. fold. in envelope.","costCenters":[],"links":[{"id":147050,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":41790,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1031/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8185","contributors":{"authors":[{"text":"Dockter, Roger D.","contributorId":81875,"corporation":false,"usgs":true,"family":"Dockter","given":"Roger","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":167685,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Server, George Thomas","contributorId":87556,"corporation":false,"usgs":true,"family":"Server","given":"George","email":"","middleInitial":"Thomas","affiliations":[],"preferred":false,"id":167686,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29535,"text":"wri7921 - 1980 - Selected chemical quality characteristics in streams of Kentucky, 1970-1975","interactions":[],"lastModifiedDate":"2019-07-26T10:20:28","indexId":"wri7921","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":"79-21","title":"Selected chemical quality characteristics in streams of Kentucky, 1970-1975","docAbstract":"Generalized maps of average dissolved solids, hardness and nitrate concentrations of water in streams throughout Kentucky were prepared from data collected at more than 100 sites from 1970 to 1975. Average dissolved solids concentrations seldom exceed 250 milligrams per liter. Hardness, mostly of calcium magnesium origin, generally ranges from 60 to 180 milligrams per liter. Average nitrate concentrations exceed 2 milligrams per liter at most of the sites. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7921","usgsCitation":"Santos, J., 1980, Selected chemical quality characteristics in streams of Kentucky, 1970-1975: U.S. Geological Survey Water-Resources Investigations Report 79-21, 1 Plate: 35.75 x 13.85 inches, https://doi.org/10.3133/wri7921.","productDescription":"1 Plate: 35.75 x 13.85 inches","costCenters":[],"links":[{"id":365978,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0021/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159734,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0021/report-thumb.jpg"}],"country":"United States","state":"Kentucky","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.56054687499999,\n              36.527294814546245\n            ],\n            [\n              -82.001953125,\n              36.527294814546245\n            ],\n            [\n              -82.001953125,\n              39.027718840211605\n            ],\n            [\n              -89.56054687499999,\n              39.027718840211605\n            ],\n            [\n              -89.56054687499999,\n              36.527294814546245\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa79f","contributors":{"authors":[{"text":"Santos, J.F.","contributorId":81148,"corporation":false,"usgs":true,"family":"Santos","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":201677,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11698,"text":"ofr791271 - 1980 - Simulated effects of ground-water development on potentiometric surface of the Floridan Aquifer, west-central Florida","interactions":[{"subject":{"id":11698,"text":"ofr791271 - 1980 - Simulated effects of ground-water development on potentiometric surface of the Floridan Aquifer, west-central Florida","indexId":"ofr791271","publicationYear":"1980","noYear":false,"title":"Simulated effects of ground-water development on potentiometric surface of the Floridan Aquifer, west-central Florida"},"predicate":"SUPERSEDED_BY","object":{"id":38602,"text":"pp1217 - 1982 - Simulated effects of ground-water development on the potentiometric surface of the Floridan aquifer, west-central Florida","indexId":"pp1217","publicationYear":"1982","noYear":false,"title":"Simulated effects of ground-water development on the potentiometric surface of the Floridan aquifer, west-central Florida"},"id":1}],"supersededBy":{"id":38602,"text":"pp1217 - 1982 - Simulated effects of ground-water development on the potentiometric surface of the Floridan aquifer, west-central Florida","indexId":"pp1217","publicationYear":"1982","noYear":false,"title":"Simulated effects of ground-water development on the potentiometric surface of the Floridan aquifer, west-central Florida"},"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr791271","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":"79-1271","title":"Simulated effects of ground-water development on potentiometric surface of the Floridan Aquifer, west-central Florida","docAbstract":"A digital model of two-dimensional ground-water flow was used to predict changes in the potentiometric surface of the Floridan aquifer, 1976-2000, in a 5,938-square-mile area of west-central Florida. In 1975, ground water withdrawn from the Floridan aquifer for irrigation, phosphate mines, other industries, and municipal supplies averaged about 649 million gallons per day. Rates are projected to increase to about 840 million gallons per day by 2000. The model was calibrated under steady-state and transient conditions. Input parameters included transmissivity and storage coefficient of the Floridan aquifer; thickness, vertical hydraulic conductivity, and storage coefficient of the upper confining bed; altitudes of the water table and potentiometric surface; and ground-water withdrawals. Simulation of May 1976 to May 2000, using projected combined pumping rates for municipal supplies, irrigation, and industry (including existing and proposed phosphate mines), resulted in a rise in the potentiometric surface of about 10 feet in Polk County, and a decline of about 35 feet in parts of Manatee and Hardee Counties. The lowest predicted potentiometric level was about 30 feet below sea level. Predicted declines for November 1976 to October 2000 were generally 5 to 10 feet less than those for May 1976 to May 2000. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791271","usgsCitation":"Wilson, W.E., and Gerhart, J.M., 1980, Simulated effects of ground-water development on potentiometric surface of the Floridan Aquifer, west-central Florida: U.S. Geological Survey Open-File Report 79-1271, 128 p. :ill., maps (2 fold. in pocket) ;28 cm., https://doi.org/10.3133/ofr791271.","productDescription":"128 p. :ill., maps (2 fold. in pocket) ;28 cm.","costCenters":[],"links":[{"id":145060,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1271/report-thumb.jpg"},{"id":39579,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1271/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39580,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1271/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39581,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1271/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f3922","contributors":{"authors":[{"text":"Wilson, William Edward","contributorId":82321,"corporation":false,"usgs":true,"family":"Wilson","given":"William","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":163587,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gerhart, James M.","contributorId":35717,"corporation":false,"usgs":true,"family":"Gerhart","given":"James","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":163586,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24297,"text":"ofr80446 - 1980 - Digital-computer model of ground-water flow in Tooele Valley, Utah","interactions":[],"lastModifiedDate":"2017-09-02T14:02:18","indexId":"ofr80446","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":"80-446","title":"Digital-computer model of ground-water flow in Tooele Valley, Utah","docAbstract":"<p>A two-dimensional, finite-difference digital-computer model was used to simulate the ground-water flow in the principal artesian aquifer in Tooele Valley, Utah. The parameters used in the model were obtained through field measurements and tests, from historical records, and by trial-and-error adjustments. The model was calibrated against observed water-level changes that occurred during 1941-50, 1951-60, 1961-66, 1967-73, and 1974-78. The reliability of the predictions is good in most parts of the valley, as is shown by the ability of the model to match historical water-level changes.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, Utah","doi":"10.3133/ofr80446","issn":"0094-9140","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Razem, A.C., and Bartholoma, S.D., 1980, Digital-computer model of ground-water flow in Tooele Valley, Utah: U.S. Geological Survey Open-File Report 80-446, iv, 55 p., https://doi.org/10.3133/ofr80446.","productDescription":"iv, 55 p.","numberOfPages":"58","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":155065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0446/report-thumb.jpg"},{"id":53413,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0446/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Tooele Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ae83","contributors":{"authors":[{"text":"Razem, Allan C.","contributorId":72390,"corporation":false,"usgs":true,"family":"Razem","given":"Allan","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":191649,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bartholoma, Scott D.","contributorId":39408,"corporation":false,"usgs":true,"family":"Bartholoma","given":"Scott","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":191648,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10313,"text":"ofr81386 - 1980 - Water-level monitoring along San Andreas and San Jacinto faults, southern California, during fiscal year 1980","interactions":[],"lastModifiedDate":"2022-08-09T15:26:34.56685","indexId":"ofr81386","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":"81-386","title":"Water-level monitoring along San Andreas and San Jacinto faults, southern California, during fiscal year 1980","docAbstract":"<p>Beginning in October 1976, a program of water-level monitoring of abandoned water wells was initiated in the Palmdale area with the purpose of identifying possible water-level changes premonitory to a major earthquake on the San Andreas fault. In October 1977, the program was extended southeastward along the rift zone to the Valyermo area. In November 1977, the monitoring of water wells along the San Jacinto fault was initiated with the expectation of experiencing a moderate size earthquake while monitoring was in progress. Currently over thirty wells are being monitored. Eleven wells are monitored continuously with Stevens Type F recorders, two of which have been modified to operate with the Caltech Remote Observatory Support Systems (TIMS). The remaining wells are probed weekly, or in some cases semi-weekly or daily, by volunteers. We are endeavoring to improve the volunteer program by increasing the frequency of measurements and simplifying the procedure to minimize measurement errors. Weekly water-level data are displayed on computer-generated hydrographs for each well. Rainfall and earthquakes are plotted on the graphs for direct comparison with water levels. The hydrographs are updated and reviewed weekly. Weekly hydrographs are also prepared from recorder charts on two wells maintained by W. R. Moyle, Jr., of the U.S. Geological Survey, Water Resources Division Office, Laguna Niguel, California. A M5.5 earthquake occurred on 25 February 1980, between the Buck Ridge and San Jacinto strands of the San Jacinto fault zone, about 8 miles east-southeast of Anza. This is the largest earthquake which has occurred on the faults within our monitoring network. The Stevens recorder chart for well number 11S/6E-3N4 located in Borrego Valley about 20 miles southeast of the epicenter indicates that, during a period of about four hours on 21 February, the water level rose 1.5 to 1.6 feet and returned to its prior level. This is one of the most remarkable short-term water-level fluctuations observed during our monitoring program; it occurred about 88 hours prior to the earthquake. This well has been monitored since October 1977 and has had a Stevens recorder since October 1978. Long-term water levels have been remarkably steady compared to those in other wells we are monitoring. This well shows a strong response to earth tides. The Stevens record on a second well in Borrego Valley (11S/6E-1C1) showed a much smaller (0.1 foot) spike in water level at the same time as the spike in well number 11S/6E-3N4. Other continuously recording wells in Anza and Ocotillo Wells showed no identifiable water-level anomalies. The two wells in Borrego Valley which showed possible strain-induced water-level spikes appear to be more sensitive to earth tides than wells in the same area which did not show spikes in water level. We cannot conceive of any nontectonic cause for the spike on the Stevens record of well 11S/6E3N4. A creep event on the Coyote Creek fault about four miles from the well is one possibility. Because the spikes in the two wells in Borrego Valley are unique for the long-term record of these wells, they may represent precursors to the 25 February earthquake. Local seismic activity was also recorded in water levels of the two wells in Borrego Springs with continuous water-level recorders. One well showed peculiar high frequency water-level fluctuations from 22 July to 21 August 1980; since then the record has appeared normal. Several wells in the Palmdale-Valyermo area have shown peculiar changes in water level within the past year or so. The long-term hydrograph of well number 5N/12W-4H1 shows the most unusual behavior. The well showed no response to the 1977 and very heavy 1978 rainstorms, yet began to rise in early 1979 and continued to rise through the dry season of 1979. By comparison, most wells show a more normal seasonal response to rainfall. Eight wells in the Palmdale-Valyermo area have shown water-level changes which are different than would have been predicted from the previous history of water-level changes and seasonal rainfall. A longer period of observation is required to determine whether the changes are anomalous. Changes in the strain pattern and other geophysical phenomena have also been observed in southern California during about the same period as the water-level changes. If the water-level changes are the result of tectonic strain, the mechanism and significance are unknown. However, it is interesting that five of the eight wells with possibly anomalous water-level changes have been identified as good strain meters based on their response to earth tides. Six wells showing an unexpected rise in water level are located west of the earthquake swarm which occurred in 1976-1977 (McNally et al, 1978), whereas the two which show water levels lower than would have been predicted are located east of the earthquake swarm.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81386","usgsCitation":"Merifield, P., and Lamar, D., 1980, Water-level monitoring along San Andreas and San Jacinto faults, southern California, during fiscal year 1980: U.S. Geological Survey Open-File Report 81-386, x, 77 p., https://doi.org/10.3133/ofr81386.","productDescription":"x, 77 p.","costCenters":[],"links":[{"id":405009,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0386/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144264,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0386/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"southern California","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.1572265625,\n              32.54681317351514\n            ],\n            [\n              -114.3017578125,\n              32.54681317351514\n            ],\n            [\n              -114.3017578125,\n              35.782170703266075\n            ],\n            [\n              -121.1572265625,\n              35.782170703266075\n            ],\n            [\n              -121.1572265625,\n              32.54681317351514\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb79d","contributors":{"authors":[{"text":"Merifield, P.M.","contributorId":69557,"corporation":false,"usgs":true,"family":"Merifield","given":"P.M.","email":"","affiliations":[],"preferred":false,"id":161183,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamar, D.L.","contributorId":53801,"corporation":false,"usgs":true,"family":"Lamar","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":161182,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24295,"text":"ofr80969 - 1980 - Land-surface subsidence in the Texas coastal region","interactions":[],"lastModifiedDate":"2016-08-11T12:10:35","indexId":"ofr80969","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":"80-969","title":"Land-surface subsidence in the Texas coastal region","docAbstract":"<p>Land-surface subsidence has been mapped in the Houston-Galveston area and is known to have occurred in other areas within the Texas coastal region. Most of the subsidence has been caused by both the withdrawal of ground water and by the production of oil, gas, and associated ground water.</p>\n<p>Land-surface subsidence was determined by comparing adjusted elevations of bench marks for various periods of releveling and by comparing topographic maps of the same areas for different years. In general, most of the Texas coastal region has subsided less than 0.5 foot (0.15 meter). The largest amount of subsidence measured in the region is in the Pasadena-Houston Ship Channel area, where the land surface subsided between 8.5 and 9.0 feet (2.6 and 2.7 meters) during 1906-73. The cause of the subsidence in this area was ground-water withdrawals. Local subsidence caused by sulfur mining in the Moss Bluff Salt Dome area has been reported to exceed 15 feet (4.6 meters).</p>\n<p>In Jefferson County, the Spindletop Dome area subsided approximately 5 feet (1.5 meters) during 1925-77, and the Port Acres area subsided about 3 feet (0.9 meter) during 1959-77, mainly from the withdrawal of oil or gas and associated ground water. Local subsidence caused by sulfur mining in the Spindletop Dome area has been estimated to exceed 10 feet (3.0 meters).</p>\n<p>In southeastern Jackson County and northwestern Matagorda County, the land surface subsided more than 1.5 feet (0.46 meter) during 1943-73 as a result of ground-water withdrawals. Withdrawals of oil, gas, and associated ground water caused more than 5 feet (1.5 meters) of subsidence during 1942-75 in the western part of Corpus Christi in Nueces County.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr80969","issn":"0094-9140","usgsCitation":"Ratzlaff, K.W., 1980, Land-surface subsidence in the Texas coastal region: U.S. Geological Survey Open-File Report 80-969, Report: iv, 16 p.; 5 Plates: 14.10 x 12.82 inches or smaller, https://doi.org/10.3133/ofr80969.","productDescription":"Report: iv, 16 p.; 5 Plates: 14.10 x 12.82 inches or smaller","numberOfPages":"23","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":155050,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0969/report-thumb.jpg"},{"id":53406,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0969/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53407,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0969/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53408,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0969/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53409,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0969/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53410,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0969/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53411,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0969/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adede","contributors":{"authors":[{"text":"Ratzlaff, Karl W.","contributorId":99177,"corporation":false,"usgs":true,"family":"Ratzlaff","given":"Karl","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":191645,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24156,"text":"ofr80743 - 1980 - Hydrologic data for urban studies in the San Antonio, Texas, metropolitan area, 1977","interactions":[],"lastModifiedDate":"2022-12-27T21:41:38.499586","indexId":"ofr80743","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":"80-743","title":"Hydrologic data for urban studies in the San Antonio, Texas, metropolitan area, 1977","docAbstract":"<p>Hydrologic investigations of urban drainage basins in Texas were begun by the U.S. Geological Survey in 1954. These studies are now in progress in Austin, Dallas, Dallas County, Fort Worth, Houston, and San Antonio.</p><p>The Geological Survey, in cooperation with the Texas Department of Water Resources, expanded the existing gaging-station network in the San Antonio metropolitan area in May 1968 to begin urban hydrology studies in this area. In September 1968, the program was further expanded to include the collection of water-quality data.</p><p>The operation and maintenance of stations 08178000, San Antonio River at San Antonio; 08178700, Salado Creek (upper station) at San Antonio; and 08178800, Salado Creek (lower station) at San Antonio are funded by the San Antonio River Authority in cooperation with the Texas Department of Water Resources and the U.S. Geological Survey.</p><p>&nbsp;The operation and maintenance and collection of water-quality data at station 08178640, West Elm Creek at San Antonio, and station 08178645, East Elm Creek at San Antonio are funded by the Edwards Underground Water District in cooperation with the Texas Department of Water Resources and the U.S. Geological Survey. These stations will provide hydrologic data on similar and adjacent drainage basins. One drainage basin is undergoing extensive urbanization while the other is undeveloped.</p><p>&nbsp;The objective of the San Antonio urban-hydrology study are:</p><ol><li>&nbsp;To provide data showing the effects of various stages of urbanization on flood discharge and runoff.<br></li><li>&nbsp;To provide water-quality data on surface-water runoff from floods of various magnitudes, during all seasons of the year from areas with different types of utilization.<br></li></ol>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr80743","collaboration":"Prepared in cooperation with the Texas Department of Water Resources","usgsCitation":"Perez, R., and Harmsen, L., 1980, Hydrologic data for urban studies in the San Antonio, Texas, metropolitan area, 1977: U.S. Geological Survey Open-File Report 80-743, 99 p., https://doi.org/10.3133/ofr80743.","productDescription":"99 p.","numberOfPages":"105","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1977-01-01","temporalEnd":"1977-12-31","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":286628,"rank":2,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":411086,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75284.htm","linkFileType":{"id":5,"text":"html"}},{"id":286627,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0743/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"San Antonio","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.8165283203125,\n              29.123373210819224\n            ],\n            [\n              -98.19580078125,\n              29.123373210819224\n            ],\n            [\n              -98.19580078125,\n              29.699982298744377\n            ],\n            [\n              -98.8165283203125,\n              29.699982298744377\n            ],\n            [\n              -98.8165283203125,\n              29.123373210819224\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607b71","contributors":{"authors":[{"text":"Perez, Roberto","contributorId":97114,"corporation":false,"usgs":true,"family":"Perez","given":"Roberto","email":"","affiliations":[],"preferred":false,"id":191417,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harmsen, Lynn","contributorId":19941,"corporation":false,"usgs":true,"family":"Harmsen","given":"Lynn","email":"","affiliations":[],"preferred":false,"id":191416,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24154,"text":"ofr80566 - 1980 - Work plan for the Schuylkill River basin, Pennsylvania: Assessment of river quality as related to the distribution and transport of trace metals and organic substances","interactions":[],"lastModifiedDate":"2017-07-12T14:25:50","indexId":"ofr80566","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":"80-566","title":"Work plan for the Schuylkill River basin, Pennsylvania: Assessment of river quality as related to the distribution and transport of trace metals and organic substances","docAbstract":"The U.S. Geological Survey is making a river-quality assessment of the Schuylkill River basin in Pennsylvania from October 1978 to March 1981. It is part of a continuing program designed to demonstrate the effectiveness of river-quality studies for basin planning and water-resource management. Study objectives include determining (1) presence of selected trace metals and organic substances in the water and sediments of the Schuylkill River between Berne and Philadelphia; (2) source, distribution, and transport of selected trace metals and organic substances in the river from Berne to Philadelphia; (3) frequency of occurrence of selected trace metals and organic substances in the river at Pottstown and Manayunk; (4) effects of low dams on the distribution and transport of selected trace metals and organic substances in the river between Pottstown and Philadelphia.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80566","issn":"0094-9140","usgsCitation":"Pederson, G., Yorke, T.H., and Stamer, J., 1980, Work plan for the Schuylkill River basin, Pennsylvania: Assessment of river quality as related to the distribution and transport of trace metals and organic substances: U.S. Geological Survey Open-File Report 80-566, iv, 27 p., https://doi.org/10.3133/ofr80566.","productDescription":"iv, 27 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":343738,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0566/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155961,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0566/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Schuylkill River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.058349609375,\n              40.98611828780413\n            ],\n            [\n              -76.2066650390625,\n              40.98819156349393\n            ],\n            [\n              -76.3824462890625,\n              40.97160353279909\n            ],\n            [\n              -76.53350830078125,\n              40.91973905106219\n            ],\n            [\n              -76.59393310546875,\n              40.834593138080244\n            ],\n            [\n              -76.6131591796875,\n              40.670222795307346\n            ],\n            [\n              -76.431884765625,\n              40.365381076021734\n            ],\n            [\n              -76.30828857421875,\n              40.18097176388719\n            ],\n            [\n              -76.146240234375,\n              40.00868343656941\n            ],\n            [\n              -75.77545166015625,\n              39.863371338285305\n            ],\n            [\n              -75.4705810546875,\n              39.838068180000015\n            ],\n            [\n              -75.2838134765625,\n              39.8401771327549\n            ],\n            [\n              -75.07507324218749,\n              39.87812720644829\n            ],\n            [\n              -74.98443603515625,\n              39.97291055131899\n            ],\n            [\n              -75.00640869140625,\n              40.082274490356966\n            ],\n            [\n              -75.234375,\n              40.28162100214798\n            ],\n            [\n              -75.40740966796875,\n              40.40303919701655\n            ],\n            [\n              -75.58868408203125,\n              40.52006312552015\n            ],\n            [\n              -75.673828125,\n              40.66605624777337\n            ],\n            [\n              -75.81939697265625,\n              40.81380923056958\n            ],\n            [\n              -75.91827392578125,\n              40.932190241465634\n            ],\n            [\n              -76.058349609375,\n              40.98611828780413\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4c5b","contributors":{"authors":[{"text":"Pederson, G.L.","contributorId":90781,"corporation":false,"usgs":true,"family":"Pederson","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":191413,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yorke, Thomas H.","contributorId":83109,"corporation":false,"usgs":true,"family":"Yorke","given":"Thomas","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":191412,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stamer, J. K.","contributorId":47753,"corporation":false,"usgs":true,"family":"Stamer","given":"J. K.","affiliations":[],"preferred":false,"id":191411,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29500,"text":"wri8029 - 1980 - Model evaluation of the hydrogeology of the Morris Bridge well field and vicinity in West-Central Florida","interactions":[],"lastModifiedDate":"2020-11-04T17:13:33.32491","indexId":"wri8029","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":"80-29","title":"Model evaluation of the hydrogeology of the Morris Bridge well field and vicinity in West-Central Florida","docAbstract":"The Morris Bridge well field in west-central Florida, which is being developed may have a maximum well-field withdrawal of 40 million gallons per day. The water will be pumped from the Floridan aquifer--a sequence of carbonate rocks about 1,100 feet thick underlying surficial sand and clay deposits. A highly fractured and transmissive zone about 500 feet below National Geodetic Vertical Datum of 1929 will supply a large proportion of the water. Two-dimensional and three-dimensional digital flow models were used to evaluate the hydrogeology of the area. The model-derived leakance distribution (a property of the confining bed) for a 285-square-mile area ranged from 0.00002 to 0.008 per day. Model-derived transmissivity values for the Floridan aquifer ranged from 37,000 to 600,000 feet squared per day. Model-derived specific yield values for the surficial aquifer ranged from 0.05 to 0.30. The three-dimensional model was used to predict drawdowns in both the Floridan and surficial aquifers in response to a 40 million gallon per day stress. Mass-balance data from a 30-day simulation with no recharge from rainfall show percentage of withdrawn water that is derived from: (1) aquifer storage, (2) the Hillsborough River, and (3) reduction of evapotranspiration losses. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8029","collaboration":"Prepared in cooperation with the Southwest Florida Water Management District","usgsCitation":"Ryder, P.D., Johnson, D.M., and Gerhart, J.M., 1980, Model evaluation of the hydrogeology of the Morris Bridge well field and vicinity in West-Central Florida: U.S. Geological Survey Water-Resources Investigations Report 80-29, vi, 92 p., https://doi.org/10.3133/wri8029.","productDescription":"vi, 92 p.","costCenters":[],"links":[{"id":380135,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159698,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0029/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              -82.716064453125,\n              27.508271413876017\n            ],\n            [\n              -81.771240234375,\n              27.508271413876017\n            ],\n            [\n              -81.771240234375,\n              28.297125824492902\n            ],\n            [\n              -82.716064453125,\n              28.297125824492902\n            ],\n            [\n              -82.716064453125,\n              27.508271413876017\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b41","contributors":{"authors":[{"text":"Ryder, Paul D.","contributorId":60188,"corporation":false,"usgs":true,"family":"Ryder","given":"Paul","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":201615,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, Dale M.","contributorId":58273,"corporation":false,"usgs":true,"family":"Johnson","given":"Dale","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201614,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gerhart, James M.","contributorId":35717,"corporation":false,"usgs":true,"family":"Gerhart","given":"James","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201613,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":55219,"text":"wdrIA791 - 1980 - Water resources data for Iowa, water year 1979","interactions":[],"lastModifiedDate":"2016-03-02T13:18:00","indexId":"wdrIA791","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":"IA-79-1","title":"Water resources data for Iowa, water year 1979","docAbstract":"<p>This report was prepared by personnel of the Iowa district of&nbsp;the Water Resources Division of the U.S. Geological Survey under&nbsp;the supervision of D. K. Leifeste, District Chief, and Alfred&nbsp;Clebsch, Jr., Regional Hydrologist, Central Region. It was done&nbsp;in cooperation with the State of Iowa and with other agencies.</p>\n<p>This report is one of a series issued by Iowa. General&nbsp;direction for the series is by Philip Cohen, Jr., Chief&nbsp;Hydrologist, U. S. Geological Survey, and S. H. 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,{"id":24526,"text":"ofr80739 - 1980 - Hydrology and water quality of the copper-nickel study region, northeastern Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T10:37:14","indexId":"ofr80739","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":"80-739","title":"Hydrology and water quality of the copper-nickel study region, northeastern Minnesota","docAbstract":"<p>Data were collected on the hydrology of the Copper-Nickel study region to identify the location and nature of groundwater resources, determine the flow characteristics and general quality of the major streams, and determine the potential effects of mining copper and nickel on the hydrologic stream. Groundwater generally occurs in local flow systems within surficial deposits and in fractures in the upper few hundred feet of bedrock. Yields commonly range from 1 to 5 gallons per minute from wells in surficial materials and bedrock, but can be as much as 1,000 gallons per minute from wells in the sand and gravel aquifer underlying the Embarrass River valley. Groundwater generally is calcium-magnesium bicarbonate types. Over a mineralized zone, groundwater has concentrations of copper and nickel greater than 5 micrograms per liter. The average annual runoff from streams in the study area is about 10 inches. About 60% of the annual runoff occurs during snowmelt in spring. Flood peaks are reduced in streams that have surface storage available in on-channel lakes and wetlands. Specific conductance in streams can exceed 250 micromhos per centimeter at 25 Celsius where mine dewatering supplements natural discharge. Estimated groundwater discharge to projected copper-nickel mines ranges from less than 25 to about 2,000 gallons per minute. The introduction of trace metals from future mining activities to the groundwater system can be reduced if tailings basins and stockpiles are located on material which has low permeability, such as till, peat, or bedrock. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr80739","issn":"0094-9140","collaboration":"Prepared in cooperation with Minnesota Environmental Quality Board and the Minnesota Department of Natural Resources","usgsCitation":"Siegel, D., and Ericson, D.W., 1980, Hydrology and water quality of the copper-nickel study region, northeastern Minnesota: U.S. Geological Survey Open-File Report 80-739, Document: vi, 87 p.; 2 Plates: 10.14 x 12.42 inches and 9.87 x 12.38 inches, https://doi.org/10.3133/ofr80739.","productDescription":"Document: vi, 87 p.; 2 Plates: 10.14 x 12.42 inches and 9.87 x 12.38 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":156498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0739/report-thumb.jpg"},{"id":53577,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0739/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53578,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0739/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53579,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0739/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Copper-Nickel Study Region","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92,\n              48\n            ],\n            [\n              -91.5,\n              48\n            ],\n            [\n              -91.5,\n              47.5\n            ],\n            [\n              -91.75,\n              47.5\n            ],\n            [\n              -91.75,\n              47.25\n            ],\n            [\n              -92.25,\n              47.25\n            ],\n            [\n              -92.25,\n              47.75\n            ],\n            [\n              -92,\n              47.75\n            ],\n            [\n              -92,\n              48\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e801","contributors":{"authors":[{"text":"Siegel, Donald I.","contributorId":97499,"corporation":false,"usgs":true,"family":"Siegel","given":"Donald I.","affiliations":[],"preferred":false,"id":192084,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ericson, Donald W.","contributorId":59837,"corporation":false,"usgs":true,"family":"Ericson","given":"Donald","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":192083,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24534,"text":"ofr80680 - 1980 - Hydrology of the Chicod Creek basin, North Carolina, prior to channel improvements","interactions":[],"lastModifiedDate":"2016-12-14T11:49:47","indexId":"ofr80680","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":"80-680","title":"Hydrology of the Chicod Creek basin, North Carolina, prior to channel improvements","docAbstract":"Extensive modification and excavation of stream channels in the 6-square mile Chicod Creek basin began in mid-1979 to reduce flooding and improve stream runoff conditions. The effects of channel improvements on this Coastal Pain basin 's hydrology will be determined from data collected prior to, during, and for several years following channel alternations. This report summarizes the findings of data collected prior to these improvements. During the 3-year study period, flow data collected from four stream gaging stations in the basin show that streams are dry approximately 10 percent of the time. Chemical analyses of water samples from the streams and from eight shallow groundwater observation wells indicate that water discharge from the surficial aquifer is the primary source of streamflow during rainless periods. Concentrations of Kjeldahl nitrogen, total nitrogen, and total phosphorus were often 5 to 10 times greater at Chicod Creek sites than those at nearby baseline sites. It is probable that runoff from farming and livestock operations contributes significantly to these elevated concentrations in Chicod Creek. The only pesticides detected in stream water were low levels of DDT and dieldrin, which occurred during storm runoff. A much wider range of pesticides, however, are found associated with streambed materials. The ratio of fecal coliform counts to those of fecal streptococcus indicate that the streams receive fecal wastes from livestock and poultry operations.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80680","issn":"0094-9140","usgsCitation":"Simmons, C.E., and Aldridge, M.C., 1980, Hydrology of the Chicod Creek basin, North Carolina, prior to channel improvements: U.S. Geological Survey Open-File Report 80-680, v, 32 p.  ill., maps ;28 cm., https://doi.org/10.3133/ofr80680.","productDescription":"v, 32 p.  ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":275930,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0680/report.pdf"},{"id":155544,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0680/report-thumb.jpg"}],"country":"United States","state":"North Carolina","otherGeospatial":"Chicod Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.37876892089844,\n              35.45283961767315\n            ],\n            [\n              -77.37876892089844,\n              35.67570522138987\n            ],\n            [\n              -77.069091796875,\n              35.67570522138987\n            ],\n            [\n              -77.069091796875,\n              35.45283961767315\n            ],\n            [\n              -77.37876892089844,\n              35.45283961767315\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601f65","contributors":{"authors":[{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":192099,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Aldridge, Mary C.","contributorId":7734,"corporation":false,"usgs":true,"family":"Aldridge","given":"Mary","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192098,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24116,"text":"ofr80958 - 1980 - January 1980 water levels, and data related to water-level changes, western and south-central Kansas","interactions":[],"lastModifiedDate":"2017-09-29T08:45:22","indexId":"ofr80958","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":"80-958","title":"January 1980 water levels, and data related to water-level changes, western and south-central Kansas","docAbstract":"<p>This report contains hydrologic data on water-level measurements in observation wells in western and south-central Kansas. The measurements were made in mid-winter, mostly in January, when pumping was minimal and water levels had recovered from the effects of pumping during the previous irrigation season. This report also provides basic hydrologic data for relating water-level changes from a \"base-reference year\" (pre-development year), a year of abnormally high rainfall and minimum pumpage (1966), and the previous year (1979). The \"base-reference year\" i s designated as 1950 for the northwestern and west-central areas, 1940 for the southwestern area, and 1944 for the south-central area. Water-level data in the south-central area also are compared with data for 1974. \"Base-reference-year\" water levels are based on measurements made during that year and on interpretation of water-table-contour maps.</p><p>Tables in the report show the depths to water level in 1940, 1944, or 1950 (pre-development years), 1966, 1974, 1979, and 1980; water-level changes from 1940-80,1944-80,1950-80,1966-80,1974-80, and 1979-80; and the average annual changes from 1940-80, 1944-80, 1950-80, 1966-80, and 1974-80. Also shown are saturated thicknesses of the deposits in 1940, 1944, or 1950, and in 1980, as well as the percentage change in saturated thickness from 1940-80, 1944-80, or 1950-80.</p><p>Maps in the report, drawn by digital plotter, show the location of observation wells where water-level measurements are made. The water-level rise or decline, 1979-80, is given to the nearest 0.01 foot; two values at the same location indicate separate wells in the same 10-acre tract.</p><p>The annual water-level measurements are made by personnel of the Division of Water Resources of the Kansas State Board of Agriculture and of the U.S. Geological Survey. State-agency support for this program is provided through the Kansas Geological Survey.</p><p>Wells in this report are numbered according to the Bureau of Land Manage- ment's system of land subdivision. In this system, the first set of digits of a well number indicates the township; the second set, the range east or west of the sixth principal meridian; and the third set, the section in which the well is situated. The first letter denotes the 160-acre tract within the section; the second, the 40-acre tract, and the third, the 10-acre tract. The letters, A, B, C, or D, are designated in a counterclockwise direction beginning in the northeast quadrant. Because there may be more than one well in a 10-acre tract, consecutive numbers, beginning with \"1\", are added in the order in which the data from the wells are collect.</p><p>Explanation of geologic units in tables 1 and 2 are: QA, Quaternary alluvium; QU, undifferentiated Quaternary deposits; TO, Ogallala Formation; KN, Niobrara Formation; KU, undifferentiated Lower Cretaceous rocks; KJ, undiffer-rentiated Lower Cretaceous and Upper Jurassic rocks.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80958","issn":"0094-9140","usgsCitation":"Pabst, M., 1980, January 1980 water levels, and data related to water-level changes, western and south-central Kansas: U.S. Geological Survey Open-File Report 80-958, 166 p., https://doi.org/10.3133/ofr80958.","productDescription":"166 p.","numberOfPages":"170","costCenters":[{"id":353,"text":"Kansas Water Science 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,{"id":23933,"text":"ofr801195 - 1980 - Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1978","interactions":[],"lastModifiedDate":"2013-08-02T08:00:06","indexId":"ofr801195","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":"80-1195","title":"Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1978","docAbstract":"This report describes the observation-well network in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough Counties, Florida. Data obtained in 1978 from the network in and adjacent to the two well fields, as well as rainfall and pumpage records, are presented. The Southwest Florida Water Management District has established regulatory water-level limits in four observation wells and water-quality limits in three observation wells. Water levels dropped below regulatory limits in the spring of 1978 in three wells. Chloride concentrations in 1978 remained above regulatory limits for the entire year in one well and exceeded the limit during the late spring in the other two deep wells, both west of Eldridge-Wilde well field. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr801195","issn":"0094-9140","usgsCitation":"Mills, L.R., 1980, Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1978: U.S. Geological Survey Open-File Report 80-1195, iv, 27 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr801195.","productDescription":"iv, 27 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":156575,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1195/report-thumb.jpg"},{"id":275925,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1195/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606973","contributors":{"authors":[{"text":"Mills, L. R.","contributorId":26281,"corporation":false,"usgs":true,"family":"Mills","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":190997,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23788,"text":"ofr80599 - 1980 - Potential for using the Upper Coachella Valley ground-water basin, California, for storage of artificially recharged water","interactions":[],"lastModifiedDate":"2013-08-02T07:59:40","indexId":"ofr80599","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":"80-599","title":"Potential for using the Upper Coachella Valley ground-water basin, California, for storage of artificially recharged water","docAbstract":"This report presents a preliminary evaluation of the geohydrologic factors affecting storage of water by artificial recharge in the upper Coachella Valley, Calif. The ground-water basin of the upper Coachella Valley seems to be geologically suitable for large-scale artificial recharge. A minimum of 900 ,000 acre-feet of water could probably be stored in the basin without raising basinwide water levels above those that existed in 1945. Preliminary tests indicate that a long-term artificial recharge rate of 5 feet per day may be feasible for spreading grounds in the basin if such factors as sediment and bacterial clogging can be controlled. The California Department of Water Resources, through the Future Water Supply Program, is investigating the use of ground-water basins for storage of State Water Project water in order to help meet maximum annual entitlements to water project contractors. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80599","issn":"0094-9140","usgsCitation":"Mallory, M.J., Swain, L.A., and Tyley, S.J., 1980, Potential for using the Upper Coachella Valley ground-water basin, California, for storage of artificially recharged water: U.S. Geological Survey Open-File Report 80-599, iv, 26 p. :maps ;28 cm., https://doi.org/10.3133/ofr80599.","productDescription":"iv, 26 p. :maps ;28 cm.","costCenters":[],"links":[{"id":156819,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0599/report-thumb.jpg"},{"id":275924,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0599/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db6836d4","contributors":{"authors":[{"text":"Mallory, Michael J.","contributorId":59408,"corporation":false,"usgs":true,"family":"Mallory","given":"Michael","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":190726,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swain, Lindsay A.","contributorId":7323,"corporation":false,"usgs":true,"family":"Swain","given":"Lindsay","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":190724,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tyley, Stephen J.","contributorId":35355,"corporation":false,"usgs":true,"family":"Tyley","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":190725,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23787,"text":"ofr801198 - 1980 - Microorganisms in stormwater; a summary of recent investigations","interactions":[],"lastModifiedDate":"2013-02-28T13:04:08","indexId":"ofr801198","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":"80-1198","title":"Microorganisms in stormwater; a summary of recent investigations","docAbstract":"All storm runoff contains a variety of bacteria, including total coliform, fecal coliform, and fecal streptococci, which are derived from the land over which the water flows. Most total coliform are native soil organisms, whereas the fecal coliform and fecal streptococci originate from the feces of wild and domestic animals. Urban runoff has been reported to contain pathogenic organisms, but this probably presents little direct threat to human health because the runoff is not ingested. Runoff water can, however, have other negative effects such as contamination of surface water, which may result in beach closures, or contamination of shellfish. This type of contamination is generally of short duration because indicator bacteria and pathogens die out rapidly in the aquatic environment. Similarly, bacteria and viruses deposited on soil by stormwater are inactivated by drying, competition from soil microflora, and a variety of other processes. Every storm producing runoff is unique in the number and type of microorganisms because these vary from site to site, from storm to storm, and during the course of the storm. Stormwater to be examined for microorganisms must be collected in sterile containers and processed immediately. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr801198","issn":"0094-9140","usgsCitation":"Mallard, G.E., 1980, Microorganisms in stormwater; a summary of recent investigations: U.S. Geological Survey Open-File Report 80-1198, iv, 22 p. ill. ;28 cm., https://doi.org/10.3133/ofr801198.","productDescription":"iv, 22 p. ill. ;28 cm.","costCenters":[],"links":[{"id":156818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268561,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1198/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a57e4b07f02db62e4ba","contributors":{"authors":[{"text":"Mallard, Gail E.","contributorId":46556,"corporation":false,"usgs":true,"family":"Mallard","given":"Gail","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":190723,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23784,"text":"ofr80645 - 1980 - Outer continental shelf oil and gas activities in the Pacific (Southern California) and their onshore impacts: a summary report, May 1980","interactions":[],"lastModifiedDate":"2013-12-13T14:15:10","indexId":"ofr80645","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":"80-645","title":"Outer continental shelf oil and gas activities in the Pacific (Southern California) and their onshore impacts: a summary report, May 1980","docAbstract":"<p>Outer Continental Shelf (OCS) oil and gas exploration and development have been under way in the Pacific (Southern California) Region since 1966. During that time, there have been four Federal lease sales: in 1966, 1968, 1975 (Sale 35), and 1979 (Sale 48). Oil and gas production from three leases has been going on since 1968. It peaked in 1971 and now averages around 31,400 barrels of oil and 15.4 million cubic feet of gas per day. Discoveries on areas leased in the 1968 and 1975 sales have led to plans for eight new platforms to begin production in the early 1980's. Five platforms are in the eastern end of Santa Barbara Channel, one is in the western Channel, and two are in San Pedro Bay, south of Long Beach. Three rigs are doing exploratory drilling in the Region.</p>\n<br/>\n<p>The most recent estimates by the U.S. Geological Survey of remaining reserves for all identified fields in the Southern California Region are 695 million barrels of oil and 1,575 billion cubic feet of gas (January 1979). The USGS has also made risked estimates of economically recoverable oil and gas resources for all the leased tracts in the Region (March 1980). These risked estimates of economically recoverable resources are 394 billion barrels of oil and 1,295 billion cubic feet of gas. The USGS estimates of undiscovered recoverable resources for the entire Southern California OCS Region (January 1980) are 3,200 million barrels of oil and 3,400 billion cubic feet of gas.</p>\n<br/>\n<p>Because of the long history of oil and gas production in Southern California from wells onshore and in State waters, there are many existing facilities for the transportation, processing, and refining of oil and gas. Some of the expected new OCS production can be accommodated in these facilities. Four new onshore projects will be required. Two of these are under construction: (1) a 9.6-km (6-mi) onshore oil pipeline (capacity: 60,000 bpd) between Carpinteria (Santa Barbara County) and the existing Mobil-Rincon separation and treatment facility (Ventura County), and (2) a small supply base and dock (upgrade of existing facility) and a 0.4-hectare (1-acre) crude oil distribution facility in Long Beach (Los Angeles County), connected to landfall by a 3-km (1.8-mi) onshore pipeline. The two other facilities are awaiting permit approval: (1) a gas treatment plant at Las Flores Canyon (Santa Barbara County) and (2) a separation and treatment plant at Mandalay Beach (Ventura County) with 4 km (2.5 mi) of onshore pipeline on the same right-of-way from landfall to the plant and from the plant to an existing gas transmission line.</p>","language":"English","publisher":"Rogers, Golden & Halpern, Inc.","publisherLocation":"Philadelphia, PA","doi":"10.3133/ofr80645","issn":"0094-9140","collaboration":"Prepared for the U.S. Department of the Interior, Geological Survey, in cooperation with the Bureau of Land Management and the Council of Environmental Quality under Contract No. EQ9AC006, by Rogers, Golden & Halpern, Inc.","usgsCitation":"Macpherson, G.S., and Bernstein, J., 1980, Outer continental shelf oil and gas activities in the Pacific (Southern California) and their onshore impacts: a summary report, May 1980: U.S. Geological Survey Open-File Report 80-645, xi, 134 p., https://doi.org/10.3133/ofr80645.","productDescription":"xi, 134 p.","numberOfPages":"148","costCenters":[],"links":[{"id":157162,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0645/report-thumb.jpg"},{"id":279459,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0645/report.pdf"}],"country":"United States","state":"California","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -121.0748,30.7489 ], [ -121.0748,34.5156 ], [ -116.9879,34.5156 ], [ -116.9879,30.7489 ], [ -121.0748,30.7489 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db68a3ce","contributors":{"authors":[{"text":"Macpherson, George S.","contributorId":75538,"corporation":false,"usgs":true,"family":"Macpherson","given":"George","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":190720,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bernstein, Janis","contributorId":71207,"corporation":false,"usgs":true,"family":"Bernstein","given":"Janis","email":"","affiliations":[],"preferred":false,"id":190719,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24560,"text":"ofr80437 - 1980 - Ground-water appraisal of the Fishkill-Beacon area, Dutchess County, New York","interactions":[],"lastModifiedDate":"2023-03-10T22:57:57.260527","indexId":"ofr80437","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":"80-437","title":"Ground-water appraisal of the Fishkill-Beacon area, Dutchess County, New York","docAbstract":"<p>The most productive aquifers in the Fishkill-Beacon area, Dutchess County, N.Y., are the sand and gravel beds in the northeast corner of the area and along the valleys of Fishkill and Clove Creeks. The average yield of these aquifers to wells is 190 gal/min (gallons per minute). The most productive bedrock aquifer is limestone, which yields an average of about 150 gal/min. Shale and granite each yield an average of less than 35 gal/min. About 4 billion gallons of available ground water is estimated to be in storage in the sand and gravel aquifers in the area. The area withdraws an average of 3.3 Mgal/d (million gallons per day) of water in June, July, and August and 2 Mgal/d during the remainder of the year.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80437","usgsCitation":"Snavely, D.S., 1980, Ground-water appraisal of the Fishkill-Beacon area, Dutchess County, New York: U.S. Geological Survey Open-File Report 80-437, Report: iv, 14 p.; 3 Plates: 24.11 x 25.99 inches or smaller, https://doi.org/10.3133/ofr80437.","productDescription":"Report: iv, 14 p.; 3 Plates: 24.11 x 25.99 inches or smaller","costCenters":[],"links":[{"id":413987,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11634.htm","linkFileType":{"id":5,"text":"html"}},{"id":53610,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0437/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53609,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0437/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53608,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0437/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53607,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0437/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155107,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0437/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Dutchess County","otherGeospatial":"Fishkill-Beacon area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -74,\n              41.558\n            ],\n            [\n              -74,\n              41.439\n            ],\n            [\n              -73.842,\n              41.439\n            ],\n            [\n              -73.842,\n              41.558\n            ],\n            [\n              -74,\n              41.558\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d3d6","contributors":{"authors":[{"text":"Snavely, Deborah S.","contributorId":64267,"corporation":false,"usgs":true,"family":"Snavely","given":"Deborah","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":192156,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8536,"text":"ofr801293 - 1980 - A continuous water-sampling and multiparameter measurement system for estuaries; an improved system for small vessels","interactions":[],"lastModifiedDate":"2016-07-27T11:43:27","indexId":"ofr801293","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":"80-1293","title":"A continuous water-sampling and multiparameter measurement system for estuaries; an improved system for small vessels","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr801293","usgsCitation":"Dedini, L.A., and Schemel, L.E., 1980, A continuous water-sampling and multiparameter measurement system for estuaries; an improved system for small vessels: U.S. Geological Survey Open-File Report 80-1293, 49 p.  ill. (some col.) ;28 cm., https://doi.org/10.3133/ofr801293.","productDescription":"49 p.  ill. (some col.) ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":36115,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1293/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141671,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1293/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af76d","contributors":{"authors":[{"text":"Dedini, Lee A.","contributorId":87942,"corporation":false,"usgs":true,"family":"Dedini","given":"Lee","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":157896,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schemel, Laurence E. lschemel@usgs.gov","contributorId":4085,"corporation":false,"usgs":true,"family":"Schemel","given":"Laurence","email":"lschemel@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":157895,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23752,"text":"ofr80755 - 1980 - Iowa observation well network; past, present, and future","interactions":[],"lastModifiedDate":"2016-03-02T13:40:29","indexId":"ofr80755","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":"80-755","title":"Iowa observation well network; past, present, and future","docAbstract":"<p>Water-level measurements in wells were started by the USGS in Iowa in 1935.</p>\n<p>Since then a total of about 450 different wells have been measured. The present network consists of about 70 wells. The measurement of these water levels aids in evaluating the present and future water resources of the State.</p>\n<p>Many factors influence water-level fluctuations. These factors include atmospheric pressure, withdrawals by pumping, earthquakes, earth tides, change in surface loading, discharge to streams, evapotranspiration, and precipitation. Fluctuations produced by artificial discharge through pumping is a common phenomena but unlike the other factors can be regulated and controlled.</p>\n<p>All present and past USGS observation wells for the State of Iowa since 1935 are listed and located on maps. It is recommended that improvement of the observation-well network by the addition of wells in specific areas should be undertaken as soon as possible.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/ofr80755","issn":"0094-9140","collaboration":"Prepared in cooperation with the Iowa Natural Resources Council and the Iowa Geological Survey","usgsCitation":"Logel, J.D., 1980, Iowa observation well network; past, present, and future: U.S. Geological Survey Open-File Report 80-755, v, 45 p.,  ill., maps ;28 cm., https://doi.org/10.3133/ofr80755.","productDescription":"v, 45 p.,  ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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