{"pageNumber":"2250","pageRowStart":"56225","pageSize":"25","recordCount":68873,"records":[{"id":9465,"text":"ofr78852 - 1979 - Hydrologic data for the southwest subsurface-injection test site, St. Petersburg, Florida","interactions":[],"lastModifiedDate":"2026-02-19T15:04:10.230027","indexId":"ofr78852","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"78-852","title":"Hydrologic data for the southwest subsurface-injection test site, St. Petersburg, Florida","docAbstract":"<p>Three injection wells, A1, A2, and A3, and nine observation wells, B1 through B9, were constructed at the Southwest St. Petersburg site to determine the feasibility of injecting wastewater treatment plant effluent into permeable zones containing saline water. Two withdrawal tests and one injection test were performed. Both withdrawal tests ran for about 3 days, one discharging 650 gallons per minute from well B8; the other discharging 6,490 gallons per minute from test well A3. The injection test was run in A3 for 91.1 days at an average rate of 2,830 gallons per minute. Injection well pressure reached a maximum of 48.1 pounds per square inch near the end of the test. Rhodamine WT was used as a tracer during the injection test and was identified in wells B3, B6, and B7.&nbsp;</p><p>Before the injection test, chloride concentration in well B6, 35 feet distant from the injection well, and in well B3, 733 feet distant, ranged from 19,000 to 21,000 milligrams per liter. At the end of the test, chloride concentration in B6 was 1,800 milligrams per liter and in B3 was 5,400 milligrams per liter. Eleven wells near the site were sampled before the test for water-quality analyses and chlorides ranged from 18 to 1,400 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78852","collaboration":"Prepared in cooperation with the City of St. Petersburg, Florida","usgsCitation":"Hickey, J.J., and Spechler, R., 1979, Hydrologic data for the southwest subsurface-injection test site, St. Petersburg, Florida: U.S. Geological Survey Open-File Report 78-852, iv, 104 p., https://doi.org/10.3133/ofr78852.","productDescription":"iv, 104 p.","costCenters":[],"links":[{"id":500180,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0852/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142909,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0852/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"St. Petersburg","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -83.2199306173198,\n              28.3250638673004\n            ],\n            [\n              -83.2199306173198,\n              27.33328590951686\n            ],\n            [\n              -81.93548183780042,\n              27.33328590951686\n            ],\n            [\n              -81.93548183780042,\n              28.3250638673004\n            ],\n            [\n              -83.2199306173198,\n              28.3250638673004\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6081c7","contributors":{"authors":[{"text":"Hickey, John J.","contributorId":39763,"corporation":false,"usgs":true,"family":"Hickey","given":"John","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":159733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spechler, R. M.","contributorId":85961,"corporation":false,"usgs":true,"family":"Spechler","given":"R. M.","affiliations":[],"preferred":false,"id":159734,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24151,"text":"ofr79556 - 1979 - Water-quality reconnaissance of lakes in Voyageurs National Park, Minnesota","interactions":[],"lastModifiedDate":"2016-05-17T14:37:33","indexId":"ofr79556","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-556","title":"Water-quality reconnaissance of lakes in Voyageurs National Park, Minnesota","docAbstract":"<p>Water samples were collected from three lakes in Voyageurs National Park to assess chemical and biological water quality in March and August 1977. Bottom material samples were also collected and analyzed for chemical quality. Results of the analyses show that the water system was dilute; specific conductance ranged from 32 to 111 micromhos. Blue-green algae, particularly <i>Oscillatoria</i>, were the most common phytoplankton in the samples. Differences in water quality, shown particularly by concentrations of nutrients and dissolved solids, were detected between samples collected in different areas of the park. The collected data were used to design a monitoring program to assess eutrophication that may occur during the development of the park.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr79556","issn":"0094-9140","collaboration":"Prepared in cooperation with National Park Service, Department of the Interior","usgsCitation":"Payne, G.A., 1979, Water-quality reconnaissance of lakes in Voyageurs National Park, Minnesota: U.S. Geological Survey Open-File Report 79-556, 40 p., https://doi.org/10.3133/ofr79556.","productDescription":"40 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":155958,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0556/report-thumb.jpg"},{"id":95510,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0556/report.pdf","size":"1561","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Voyageurs National Park","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -93.15788269042969, 48.62519355056901 ], [ -93.15513610839844, 48.57524422229134 ], [ -93.14414978027344, 48.562976382535126 ], [ -93.1146240234375, 48.5493419587775 ], [ -93.11187744140625, 48.54616006450406 ], [ -93.11050415039062, 48.5152398224152 ], [ -93.14002990722656, 48.5152398224152 ], [ -93.14826965332031, 48.50978134908701 ], [ -93.14964294433594, 48.48111471624846 ], [ 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48.62428582180531 ], [ -93.08990478515625, 48.62791663890294 ], [ -93.15788269042969, 48.62519355056901 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cbe4b07f02db5438b3","contributors":{"authors":[{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":191407,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25896,"text":"wri7936 - 1979 - Effects of urbanization on the magnitude and frequency of floods in northeastern Illinois","interactions":[],"lastModifiedDate":"2018-11-19T12:34:06","indexId":"wri7936","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-36","title":"Effects of urbanization on the magnitude and frequency of floods in northeastern Illinois","docAbstract":"<p>Changes in land use associated with urbanization have increased flood-peak discharges in northeastern Illinois by factors up to 3.2. </p><p>Techniques are presented for estimating the magnitude and frequency of floods in the urban environment of northeastern Illinois, and for estimating probable changes in flood characteristics that may be expected to accompany progressive urbanization. Suggestions also are offered for estimating the effects of urbanization on flood characteristics in areas other than northeastern Illinois. </p><p>Three variables, drainage area, channel slope, and percent imperviousness (an urbanization factor), are used to estimate flood magnitudes for frequencies ranging from 2 to 500 years. Multiple regression analyses were used to relate flood-discharge data to the above watershed characteristics for 103 gaged watersheds. These watersheds ranged in drainage area from 0.07 to 630 square miles, in channel slope from 1.1 to 115 feet per mile, and in imperviousness from 1 to 39 percent.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7936","usgsCitation":"Allen, H., and Bejcek, R.M., 1979, Effects of urbanization on the magnitude and frequency of floods in northeastern Illinois: U.S. Geological Survey Water-Resources Investigations Report 79-36, v, 48 p., https://doi.org/10.3133/wri7936.","productDescription":"v, 48 p.","costCenters":[],"links":[{"id":158552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0036/report-thumb.jpg"},{"id":359503,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0036/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Illinois","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.736572265625,\n              41.20138969929042\n            ],\n            [\n              -87.52532958984374,\n              41.20138969929042\n            ],\n            [\n              -87.52532958984374,\n              42.49235259142821\n            ],\n            [\n              -88.736572265625,\n              42.49235259142821\n            ],\n            [\n              -88.736572265625,\n              41.20138969929042\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fdf6","contributors":{"authors":[{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":195436,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bejcek, Richard M.","contributorId":93537,"corporation":false,"usgs":true,"family":"Bejcek","given":"Richard","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195437,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23662,"text":"ofr79698 - 1979 - Summary appraisal of the potential water resources in and near tract 01-113, Lake Mead National Recreation Area, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:12","indexId":"ofr79698","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-698","title":"Summary appraisal of the potential water resources in and near tract 01-113, Lake Mead National Recreation Area, Nevada","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/ofr79698","issn":"0094-9140","usgsCitation":"Laney, R., 1979, Summary appraisal of the potential water resources in and near tract 01-113, Lake Mead National Recreation Area, Nevada: U.S. Geological Survey Open-File Report 79-698, v, 6 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/ofr79698.","productDescription":"v, 6 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":156113,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6996e7","contributors":{"authors":[{"text":"Laney, R. L.","contributorId":83889,"corporation":false,"usgs":true,"family":"Laney","given":"R. L.","affiliations":[],"preferred":false,"id":190503,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23373,"text":"ofr79743 - 1979 - Thermal boundary conditions for waterflow with moving boundaries","interactions":[],"lastModifiedDate":"2012-02-02T00:08:13","indexId":"ofr79743","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-743","title":"Thermal boundary conditions for waterflow with moving boundaries","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79743","issn":"0094-9140","usgsCitation":"Holley, E.R., and Yotsukura, N., 1979, Thermal boundary conditions for waterflow with moving boundaries: U.S. Geological Survey Open-File Report 79-743, 27 p. :ill. ;28 cm., https://doi.org/10.3133/ofr79743.","productDescription":"27 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":156959,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a57e4b07f02db62e4d0","contributors":{"authors":[{"text":"Holley, Edward R.","contributorId":104096,"corporation":false,"usgs":true,"family":"Holley","given":"Edward","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":189998,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yotsukura, Nobuhiro","contributorId":81884,"corporation":false,"usgs":true,"family":"Yotsukura","given":"Nobuhiro","email":"","affiliations":[],"preferred":false,"id":189997,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24634,"text":"ofr79509 - 1979 - Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1977","interactions":[],"lastModifiedDate":"2024-02-05T19:48:46.944567","indexId":"ofr79509","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-509","title":"Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1977","docAbstract":"<p>The collection of hydrologic data by the U.S. Geological Survey in the Mountain Creek watershed began on March 9, 1925, with the establishment of a stream-gaging station located about 2.5 miles upstream from the present site of Mountain Creek Lake Dam. The stream-gaging station was discontinued on July 5, 1933. Daily streamflow records obtained at this site are published in the annual series of Geological Survey Water-Supply Papers beginning in 1925. Monthly and yearly summaries are published in Water-Supply Paper 1312.</p><p>In October 1960, the Geological Survey resumed collection of hydrologic data in the Mountain Creek watershed by establishing three stream-gaging stations and one reservoir-content station. The data-collection sites are on Mountain Creek near Cedar Hill, Walnut Creek near Mansfield, Mountain Creek at Grand Prairie, and Mountain Creek Lake near Grand Prairie (fig. 1). In October 1970, the Geological Survey assumed operation of the stage station Mountain Creek near Duncanville (fig. 1).</p><p>Water-quality data for the 1977 water year for sites in the study area are presented in downstream order along with the streamflow data in the section \"Compilation of data.\" A complete tabulation of data, including laboratory analyses, for the 1977 water year for the Trinity River basin is given in Water resources data for Texas, TX-77-1, 1977.</p><p>The purpose of this report is to compile the records of streamflow and reservoir content for the year into a form which facilitates their use in detailed analyses of the Mountain Creek hydrologic system. This report contains basic-hydrologic data for the 1977 water year (Oct. 1, 1976-Sept. 30, 1977). Assistance in the form of funds or services was provided by the Texas Department of Water Resources and the Dallas Power and Light Company.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79509","collaboration":"Prepared in cooperation with the Dallas Power and Light Company and the Texas Department of Water Resources","usgsCitation":"Stroman, F., 1979, Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1977: U.S. Geological Survey Open-File Report 79-509, 20 p., https://doi.org/10.3133/ofr79509.","productDescription":"20 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":425395,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0509/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157820,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0509/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Mountain Creek, Trinity River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -96.52229885913458,\n              33.730057028880694\n            ],\n            [\n              -97.91197268852052,\n              33.730057028880694\n            ],\n            [\n              -97.91197268852052,\n              32.334930932883196\n            ],\n            [\n              -96.52229885913458,\n              32.334930932883196\n            ],\n            [\n              -96.52229885913458,\n              33.730057028880694\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed42","contributors":{"authors":[{"text":"Stroman, F.L.","contributorId":103319,"corporation":false,"usgs":true,"family":"Stroman","given":"F.L.","email":"","affiliations":[],"preferred":false,"id":192294,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26276,"text":"wri78131 - 1979 - The Citronelle aquifers in Mississippi","interactions":[],"lastModifiedDate":"2019-02-22T14:08:06","indexId":"wri78131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-131","title":"The Citronelle aquifers in Mississippi","docAbstract":"The Citronelle aquifers consist of sand and gravel of Pliocene age that forms a discontinuous outcrop area of about 6,000 square miles in southern Mississippi. The beds dip to the south at an average rate of about 6 feet per mile. The unconfined aquifers are used mostly for domestic and farm use but also supply water to several municipalities and industries. The average saturated thickness of the aquifers is about 45 feet. This physically limits drawdown space and, although specific capacities are high, yields generally do not exceed a few hundred gallons per minute. Water levels have not declined significantly because withdrawals are small. Water quality is generally good although in some places there are objectionally high concentrations iron and in some the water is acidic.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78131","collaboration":"Prepared in cooperation with the Mississippi Board of Water Commissioners, Jack W. Pepper, Water Engineer","usgsCitation":"Boswell, E.H., 1979, The Citronelle aquifers in Mississippi: U.S. Geological Survey Water-Resources Investigations Report 78-131, 1 Plate: 37.18 x 33.85 inches, https://doi.org/10.3133/wri78131.","productDescription":"1 Plate: 37.18 x 33.85 inches","costCenters":[],"links":[{"id":158206,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0131/report-thumb.jpg"},{"id":361473,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0131/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Mississippi","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.9832763671875,\n              32.34748220321868\n            ],\n            [\n              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H.","contributorId":38954,"corporation":false,"usgs":true,"family":"Boswell","given":"E.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196101,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24953,"text":"ofr791329 - 1979 - Preliminary hydrogeologic investigation of the Maxey Flats radioactive waste burial site, Fleming County, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:20","indexId":"ofr791329","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1329","title":"Preliminary hydrogeologic investigation of the Maxey Flats radioactive waste burial site, Fleming County, Kentucky","docAbstract":"Burial trenches at the Maxey Flats radioactive waste burial site , Fleming County, Ky., cover an area of about 0.03 square mile, and are located on a plateau, about 300 to 400 feet above surrounding valleys. Although surface-water characteristics are known, little information is available regarding the ground-water hydrology of the Maxey Flats area. If transport of radionuclides from the burial site were to occur, water would probably be the principal mechanism of transport by natural means. Most base flow in streams around the burial site is from valley alluvium, and from the mantle of regolith, colluvium, and soil partially covering adjacent hills. Very little base flow is due to ground-water flow from bedrock. Most water in springs is from the mantle, rather than from bedrock. Rock units underlying the Maxey Flats area are, in descending order, the Nancy and Farmers Members of the Borden Formation, Sunbury, Bedford, and Ohio Shales, and upper part of the Crab Orchard Formation. These units are mostly shales, except for the Farmers Member, which is mostly sandstone. Total thickness of the rocks is about 320 feet. All radioactive wastes are buried in the Nancy Member. Most ground-water movement in bedrock probably occurs in fractures. The ground-water system at Maxey Flats is probably unconfined, and recharge occurs by (a) infiltration of rainfall into the mantle, and (b) vertical, unsaturated flow from the saturated regolith on hilltops to saturated zones in the Farmers Member and Ohio Shale. Data are insufficient to determine if saturated zones exist in other rock units. The upper part of the Crab Orchard Formation is probably a hydrologic boundary, with little ground-water flow through the formation. (USGS)","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/ofr791329","issn":"0094-9140","usgsCitation":"Zehner, H.H., 1979, Preliminary hydrogeologic investigation of the Maxey Flats radioactive waste burial site, Fleming County, Kentucky (WRI/OFR): U.S. Geological Survey Open-File Report 79-1329, viii, 120 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr791329.","productDescription":"viii, 120 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":157320,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1329/report-thumb.jpg"},{"id":53923,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1329/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53924,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1329/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1329/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aec19","contributors":{"authors":[{"text":"Zehner, Harold H.","contributorId":12888,"corporation":false,"usgs":true,"family":"Zehner","given":"Harold","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":192859,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26393,"text":"wri7919 - 1979 - Selected water resources data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: Part 2","interactions":[],"lastModifiedDate":"2017-07-07T08:32:59","indexId":"wri7919","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-19","title":"Selected water resources data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: Part 2","docAbstract":"This report presents selected basic data collected during a study of the water resources of the Clarion River and Redbank Creek basins in northwestern Pennsylvania. Hydrologic information including data on aquifers, water levels, and yields is presented for 1,304 wells. Records for 51 springs are also given. The report contains 83 chemical analyses of water samples collected from 30 stream sites and 300 analyses of water from 196 wells and 43 springs. Also included are 103 trace-element analyses. Monthly and annual means of ground-water levels for six observation wells are tabulated. Benthic invertebrate data from 136 stream sites are listed. Locations of data-collection sites are shown on 50 page-size reductions of 7.5-minute topographic quadrangle maps. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7919","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Buckwalter, T.F., Dodge, C.H., and Schiner, G.R., 1979, Selected water resources data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: Part 2: U.S. Geological Survey Water-Resources Investigations Report 79-19, vii, 135 p., https://doi.org/10.3133/wri7919.","productDescription":"vii, 135 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":157846,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":337197,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Clarion River basin, Redbank Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.2393798828125,\n              41.95131994679697\n            ],\n            [\n              -77.5689697265625,\n              41.98807738309159\n            ],\n            [\n              -77.8106689453125,\n              41.98807738309159\n            ],\n            [\n              -78.15673828125,\n              41.97582726102573\n            ],\n            [\n              -78.4368896484375,\n              41.947234477977766\n            ],\n            [\n              -78.7005615234375,\n              41.86137915587359\n            ],\n            [\n              -79.12353515625,\n              41.72623044860001\n            ],\n            [\n              -79.34326171875,\n              41.63186741069748\n            ],\n            [\n              -79.7772216796875,\n              41.352072144512924\n            ],\n            [\n              -79.903564453125,\n              41.14970617453726\n            ],\n            [\n              -79.89257812499999,\n              40.959159772134896\n            ],\n            [\n              -79.79919433593749,\n              40.78054143186031\n            ],\n            [\n              -79.6343994140625,\n              40.61812224225511\n            ],\n            [\n              -79.530029296875,\n              40.58058466412761\n            ],\n            [\n              -79.0301513671875,\n              40.62646106367355\n            ],\n            [\n              -78.837890625,\n              40.67647212850004\n            ],\n            [\n              -77.95898437499999,\n              40.93011520598305\n            ],\n            [\n              -77.7227783203125,\n              41.05864414643029\n            ],\n            [\n              -77.431640625,\n              41.23238023874139\n            ],\n            [\n              -77.34374999999999,\n              41.36031866306708\n            ],\n            [\n              -77.2393798828125,\n              41.49623534616764\n            ],\n            [\n              -77.1295166015625,\n              41.65239288426814\n            ],\n            [\n              -77.1240234375,\n              41.77131167976407\n            ],\n            [\n              -77.2393798828125,\n              41.95131994679697\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e60e7","contributors":{"authors":[{"text":"Buckwalter, Theodore F.","contributorId":90719,"corporation":false,"usgs":true,"family":"Buckwalter","given":"Theodore","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196312,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dodge, Clifford H.","contributorId":65887,"corporation":false,"usgs":true,"family":"Dodge","given":"Clifford","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196311,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schiner, George R.","contributorId":22743,"corporation":false,"usgs":true,"family":"Schiner","given":"George","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196310,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":11133,"text":"ofr79362 - 1979 - Physical characteristics of suspended sediments, South Texas Continental Shelf","interactions":[],"lastModifiedDate":"2023-03-03T21:00:22.859418","indexId":"ofr79362","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-362","title":"Physical characteristics of suspended sediments, South Texas Continental Shelf","docAbstract":"<p>This report presents the results of a three-year study of suspended sediments within the South Texas OCS region. The investigations were a part of the environmental studies of the South Texas Outer Continental shelf sponsored by the Bureau of Land Management. The physical properties of the suspended particulate system studied were the turbidity of the water and the texture of the suspended particulates. The objective of the study was to determine the spatial and temporal variability in the distribution of suspended sediments in an effort to gain insight into the regional sediment transport system.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79362","usgsCitation":"Shideler, G.L., 1979, Physical characteristics of suspended sediments, South Texas Continental Shelf: U.S. Geological Survey Open-File Report 79-362, iv, 68 p., https://doi.org/10.3133/ofr79362.","productDescription":"iv, 68 p.","costCenters":[],"links":[{"id":142445,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0362/report-thumb.jpg"},{"id":413682,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0362/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"South Texas Continental Shelf","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -97.72,25.84 ], [ -97.72,30.0 ], [ -93.52,30.0 ], [ -93.52,25.84 ], [ -97.72,25.84 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685b91","contributors":{"authors":[{"text":"Shideler, Gerald L.","contributorId":89137,"corporation":false,"usgs":true,"family":"Shideler","given":"Gerald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":162601,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8702,"text":"ofr79423 - 1979 - Directory of local assistance centers of the National Water Data Exchange (NAWDEX)","interactions":[{"subject":{"id":8702,"text":"ofr79423 - 1979 - Directory of local assistance centers of the National Water Data Exchange (NAWDEX)","indexId":"ofr79423","publicationYear":"1979","noYear":false,"title":"Directory of local assistance centers of the National Water Data Exchange (NAWDEX)"},"predicate":"SUPERSEDED_BY","object":{"id":9719,"text":"ofr83262 - 1983 - Directory of assistance centers of the National Water Data Exchange (NAWDEX)","indexId":"ofr83262","publicationYear":"1983","noYear":false,"title":"Directory of assistance centers of the National Water Data Exchange (NAWDEX)"},"id":1}],"supersededBy":{"id":9719,"text":"ofr83262 - 1983 - Directory of assistance centers of the National Water Data Exchange (NAWDEX)","indexId":"ofr83262","publicationYear":"1983","noYear":false,"title":"Directory of assistance centers of the National Water Data Exchange (NAWDEX)"},"lastModifiedDate":"2012-02-02T00:06:16","indexId":"ofr79423","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-423","title":"Directory of local assistance centers of the National Water Data Exchange (NAWDEX)","docAbstract":"The National Water Data Exchange (NAWDEX), managed by the U.S. Geological Survey, has established a network of Local Assistance Centers throughout the United States and Puerto Rico to assist users of water data in identifying and locating the data they need. This Directory provides the information needed to contact any of the established Centers. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79423","usgsCitation":"Edwards, M.D., 1979, Directory of local assistance centers of the National Water Data Exchange (NAWDEX): U.S. Geological Survey Open-File Report 79-423, iv, 10 p. ;27 cm., https://doi.org/10.3133/ofr79423.","productDescription":"iv, 10 p. ;27 cm.","costCenters":[],"links":[{"id":94866,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0423/report.pdf","size":"734","linkFileType":{"id":1,"text":"pdf"}},{"id":141831,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0423/report-thumb.jpg"},{"id":94486,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015018205057?urlappend=%3Bseq=5"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ab8b","contributors":{"authors":[{"text":"Edwards, Melvin D.","contributorId":94305,"corporation":false,"usgs":true,"family":"Edwards","given":"Melvin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":158180,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10459,"text":"ofr791299 - 1979 - Publications related to the National Water Data Exchange (NAWDEX), 1971-79","interactions":[{"subject":{"id":10459,"text":"ofr791299 - 1979 - Publications related to the National Water Data Exchange (NAWDEX), 1971-79","indexId":"ofr791299","publicationYear":"1979","noYear":false,"title":"Publications related to the National Water Data Exchange (NAWDEX), 1971-79"},"predicate":"SUPERSEDED_BY","object":{"id":10460,"text":"ofr82151 - 1982 - Publications related to the National Water Data Exchange (NAWDEX); 1971-81","indexId":"ofr82151","publicationYear":"1982","noYear":false,"title":"Publications related to the National Water Data Exchange (NAWDEX); 1971-81"},"id":1}],"supersededBy":{"id":10460,"text":"ofr82151 - 1982 - Publications related to the National Water Data Exchange (NAWDEX); 1971-81","indexId":"ofr82151","publicationYear":"1982","noYear":false,"title":"Publications related to the National Water Data Exchange (NAWDEX); 1971-81"},"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr791299","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1299","title":"Publications related to the National Water Data Exchange (NAWDEX), 1971-79","docAbstract":"The National Water Data Exchange (NAWDEX), formally established in January 1976, is a national confederation of water-oriented organizations working to improve access to water data. Its primary objective is to assist users of water data in the identification, location, and acquistion of useful data. NAWDEX is coordinated by a central Program Office, located within the Water Resources Division of the U.S. Geological Survey, which provides data-exchange policy and guidelines to all participants in the program. In addition to the Program Office, there is a network of Assistance Centers located in 45 States and Puerto Rico which provides direct access to NAWDEX. Membership in NAWDEX is voluntary and open to any water-oriented organization that wishes to participate. This publication contains an alphabetical listing, by author, of the reports that have been produced by the NAWDEX Program Office since 1975, as well as reports from other sources that relate to the development of the NAWDEX program. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791299","usgsCitation":"Beverly M. Myers, (., 1979, Publications related to the National Water Data Exchange (NAWDEX), 1971-79: U.S. Geological Survey Open-File Report 79-1299, iii, 28 p. ;28 cm., https://doi.org/10.3133/ofr791299.","productDescription":"iii, 28 p. ;28 cm.","costCenters":[],"links":[{"id":94972,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1299/report.pdf","size":"1191","linkFileType":{"id":1,"text":"pdf"}},{"id":145031,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1299/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db655d30","contributors":{"authors":[{"text":"Beverly M. Myers, (compiler)","contributorId":85599,"corporation":false,"usgs":true,"family":"Beverly M. Myers","given":"(compiler)","affiliations":[],"preferred":false,"id":161441,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11543,"text":"ofr79558 - 1979 - Water resources of Nantucket Island, Massachusetts","interactions":[{"subject":{"id":11543,"text":"ofr79558 - 1979 - Water resources of Nantucket Island, Massachusetts","indexId":"ofr79558","publicationYear":"1979","noYear":false,"title":"Water resources of Nantucket Island, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":67953,"text":"ha615 - 1980 - Water resources of Nantucket Island, Massachusetts","indexId":"ha615","publicationYear":"1980","noYear":false,"title":"Water resources of Nantucket Island, Massachusetts"},"id":1}],"supersededBy":{"id":67953,"text":"ha615 - 1980 - Water resources of Nantucket Island, Massachusetts","indexId":"ha615","publicationYear":"1980","noYear":false,"title":"Water resources of Nantucket Island, Massachusetts"},"lastModifiedDate":"2012-02-02T00:06:44","indexId":"ofr79558","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-558","title":"Water resources of Nantucket Island, Massachusetts","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79558","usgsCitation":"Walker, E.H., 1979, Water resources of Nantucket Island, Massachusetts: U.S. Geological Survey Open-File Report 79-558, 48 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr79558.","productDescription":"48 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":145352,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0757","contributors":{"authors":[{"text":"Walker, Eugene H.","contributorId":24761,"corporation":false,"usgs":true,"family":"Walker","given":"Eugene","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":163330,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9345,"text":"ofr791295 - 1979 - Stormwater-runoff data for a multifamily residential area, Dade County, Florida","interactions":[],"lastModifiedDate":"2024-03-11T18:19:17.527384","indexId":"ofr791295","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1295","title":"Stormwater-runoff data for a multifamily residential area, Dade County, Florida","docAbstract":"<p>Rainfall, stormwater discharge, and water-quality data for a multifamily residential area in Dade County, Florida, are summarized in this report. Loads for 19 water-quality constituents were computed for runoff from 16 storms from May 1977 through June 1978. The 14.7 acre basin contains apartment buildings with adjacent parking lots. The total surface area consists of 70.7 percent impervious material.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791295","collaboration":"Prepared in cooperation with Dade County and South Florida Water Management District","usgsCitation":"Hardee, J., Miller, R.A., and Mattraw, H.C., 1979, Stormwater-runoff data for a multifamily residential area, Dade County, Florida: U.S. Geological Survey Open-File Report 79-1295, iii, 68 p., https://doi.org/10.3133/ofr791295.","productDescription":"iii, 68 p.","costCenters":[],"links":[{"id":426502,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1295/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143040,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1295/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Dade County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.45440907343821,\n              25.74844933148239\n            ],\n            [\n              -80.45440907343821,\n              25.55776876638312\n            ],\n            [\n              -80.27156028104856,\n              25.55776876638312\n            ],\n            [\n              -80.27156028104856,\n              25.74844933148239\n            ],\n            [\n              -80.45440907343821,\n              25.74844933148239\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1592","contributors":{"authors":[{"text":"Hardee, Jack","contributorId":99554,"corporation":false,"usgs":true,"family":"Hardee","given":"Jack","email":"","affiliations":[],"preferred":false,"id":159516,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Robert A.","contributorId":52938,"corporation":false,"usgs":true,"family":"Miller","given":"Robert","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":159515,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mattraw, Harold C. Jr.","contributorId":20719,"corporation":false,"usgs":true,"family":"Mattraw","given":"Harold","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":159514,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8263,"text":"ofr79699 - 1979 - Hydrologic reconnaissance of western Arctic Alaska, 1976 and 1977","interactions":[],"lastModifiedDate":"2019-03-08T12:27:04","indexId":"ofr79699","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-699","title":"Hydrologic reconnaissance of western Arctic Alaska, 1976 and 1977","docAbstract":"<p>A reconnaissance of the water resources of the western Arctic was conducted during April 1976 and August 1977. Data were collected at 9 springs, 9 lakes and 22 stream sites.</p><p>Using slope-conveyance methods based on field evidence, estimates of bankfull and maximum evident flood-peak discharges were made for 20 selected streams. Maximum evident flood peak discharges ranged from 7.0 to 80.8 (ft3/s )/mi2 and averaged 30.1 (ft<sup>3</sup>/s)/mi<sup>2</sup>. These estimates bore no obvious relation to either drainage basin physiography or climatalogical characteristics. Both the bankfull and maximum evident flood-peak discharges were generally less than the 50-year flood and greater than the 2-year flood estimates made using regression relations developed from Alaska stream gaging records and drainage basin characteristics.</p><p>Springs were found only in the foothills of the Brooks Range. Their discharge ranged from 1.42 ft<sup>3</sup>/s at the Eli River spring to 13.0 ft<sup>3</sup>/s at North Fork Squirrel River spring. Water temperatures of springs sampled ranged from 0.00C at the Omikviorok spring to 3.50C at the Kavrorak Springs near Kivalina. The nine springs were found by noting the locations of the associated icings on Landsat imagery of the previous year.</p><p>Eleven stream sites were sampled under winter conditions; all were on the Arctic Slope. No winter streamflow was found at any of the streams. It appears that the streamflow on the Arctic Slope ceases in late winter except for limited local zones of ground-water discharge that form icings.</p><p>Ice thickness on most lakes was 6 ft except at Teshekpuk Lake where the ice was 8 ft thick. Three of the nine lakes examined were frozen to the bottom.</p><p>Winter water quality of the lakes and of standing water at stream sites was characterized by higher specific conductivity values than in summer. At three of the five lakes where specific conductance was measured, it was equal to or greater than 700 micromhos per centimeter at 25<strong>°</strong>C; at four of the five rivers where standing water was found, it&nbsp;was more than 400 micromhos per centimeter at 25<strong>°</strong>C.</p><p>Biological sampling was done to identify the widest range of benthic invertebrates likely to be present in a representative reach of a stream. A total of nine spring sites was sampled using drift nets in April 1976. Twenty-one stream sites and one spring were sampled in August 1977 by dip nets. Total numbers of organisms collected using drift net sampling in April 1976 ranged from 0 to 480. Total numbers of organisms collected by dip net sampling in August 1977 ranged from 0 to 776.</p><p>A hydrologic reconnaissance of the eastern Alaskan Arctic Slope was completed in 1975. The work covered in this report and in the 1975 companion report represents a preliminary hydrologic reconnaissance for the entire Alaskan Arctic Slope and western foothills regions of the Brooks Range.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79699","usgsCitation":"Childers, J.M., Kernodle, D.R., and Loeffler, R.M., 1979, Hydrologic reconnaissance of western Arctic Alaska, 1976 and 1977: U.S. Geological Survey Open-File Report 79-699, v, 70 p., https://doi.org/10.3133/ofr79699.","productDescription":"v, 70 p.","costCenters":[],"links":[{"id":361897,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0699/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140083,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0699/report-thumb.jpg"}],"country":"United States","state":"Alaska","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -167,\n              66\n            ],\n            [\n              -150,\n              66\n            ],\n            [\n              -150,\n              71.5\n            ],\n            [\n              -167,\n              71.5\n            ],\n            [\n              -167,\n              66\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9bf","contributors":{"authors":[{"text":"Childers, Joseph M.","contributorId":14379,"corporation":false,"usgs":true,"family":"Childers","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":157446,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kernodle, Donald R.","contributorId":63003,"corporation":false,"usgs":true,"family":"Kernodle","given":"Donald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157447,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Loeffler, Robert M.","contributorId":80672,"corporation":false,"usgs":true,"family":"Loeffler","given":"Robert","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":157448,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8222,"text":"ofr79414 - 1979 - Ground-water resources of Monroe County, Pennsylvania","interactions":[{"subject":{"id":8222,"text":"ofr79414 - 1979 - Ground-water resources of Monroe County, Pennsylvania","indexId":"ofr79414","publicationYear":"1979","noYear":false,"title":"Ground-water resources of Monroe County, Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":70047444,"text":"70047444 - 1979 - Geology and groundwater resources of Monroe County, Pennsylvania","indexId":"70047444","publicationYear":"1979","noYear":false,"title":"Geology and groundwater resources of Monroe County, Pennsylvania"},"id":1}],"supersededBy":{"id":70047444,"text":"70047444 - 1979 - Geology and groundwater resources of Monroe County, Pennsylvania","indexId":"70047444","publicationYear":"1979","noYear":false,"title":"Geology and groundwater resources of Monroe County, Pennsylvania"},"lastModifiedDate":"2018-04-09T13:37:26","indexId":"ofr79414","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-414","title":"Ground-water resources of Monroe County, Pennsylvania","docAbstract":"<p>Monroe County is on the eastern border of Pennsylvania and includes much of the area popularly called the Poconos. It is an area long used for outdoor recreation and includes a part of the Delaware Water Gap National Recreation Area.</p><p>Water resources in the county are derived from precipitation. The Lehigh and Delaware Rivers, bordering the northwestern and southeastern parts, respectively, are the drains for surface-water and ground-water discharge and are essentially unused for water supply. </p><p>Water budgets were calculated for average conditions when annual precipitation is 45 in. Sixty percent of this or 27 in. runs off and 65 percent of that runoff or 17 in. moves through the ground-water reservoir. Evapotranspiration varies little between wet and dry years and averages 18 in. </p><p>Bedrock consists of Silurian and Devonian sedimentary rocks, which are intensely deformed by folding in the southeastern third of the county and are moderately deformed in the remainder. During the Pleistocene Epoch, glaciers repeatedly advanced across most of the county. The last of these advances deposited a terminal moraine that extends across the southwestern part of the county. The glaciers eroded pre-existing deposits, veneered the upland, and filled valleys with unconsolidated deposits that changed surface-water drainage and altered ground-water gradients. </p><p>Water occurs in fractures and solution openings in the consolidated rocks and in intergranular openings in the unconsolidated rocks and weathered calcareous sandstones. Water that reaches the water table moves down the hydraulic gradient to points of discharge, moving both laterally and vertically away from ground-water divides and toward streams. The thickness of the fresh-water system is 800 ft or more, but little water is yielded to wells by aquifers more than 500 ft below land surface. Ground-water recharge is 600 to 650 (gal/min)/mi<sup>2</sup>; and about 1.6 billion gallons per square mile is stored in the ground-water reservoir. </p><p>Currently the most productive wells are in consolidated-rock aquifers; however, specific-capacity data suggest that wells in the unconsolidated deposits have potentially larger yields. Well yield is affected primarily by the distribution, size, and interconnection of the water-bearing openings and by topographic location, available recharge, well-depth, location within the flow system, pumping rate and duration of pumping, and interference from other pumping wells. Potential yields of properly located, drilled, and developed wells have been calculated for the aquifers. The median yields calculated from specific capacity data from the unconsolidated deposits, are 200 gal/min; from the Bloomsburg Formation, 100 gal/min; and from the Poplar Gap Member of the Catskill Formation, 70 gal/min. Median yields of the other units range from 15 to 40 gal/min. In general, enough water for domestic use can be obtained throughout the county. Large-scale development and consumptive use of the ground water will diminish baseflow of the streams. </p><p>The temperature of water measured in wells ranges from 44° to 57°F and is largely dependent on altitude of the land surface and depth to the producing zone. Hardness of water in the noncarbonate rocks averages 3 to 4 grains per gallon, or about half that of the carbonate rocks. Water from most of the bedrock aquifers is low in dissolved solids, acidic, and soft. In carbonate rocks, the water tends to be hard and slightly alkaline. Excessive amounts of iron and manganese are encountered in water from the unconsolidated deposits and, locally, from the Catskill and Shawangunk Formations. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79414","collaboration":"Prepared in cooperation with the Topographic and Geologic Survey, Pennsylvania Department of Environmental Resources","usgsCitation":"Carswell, L.D., and Lloyd, O.B., 1979, Ground-water resources of Monroe County, Pennsylvania: U.S. Geological Survey Open-File Report 79-414, Report: 100 p.; 2 Plates: 53.19 x 41.58 inches and 56.43 x 41.52 inches, https://doi.org/10.3133/ofr79414.","productDescription":"Report: 100 p.; 2 Plates: 53.19 x 41.58 inches and 56.43 x 41.52 inches","costCenters":[],"links":[{"id":353263,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0414/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":353264,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0414/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":353265,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0414/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":141330,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0414/report-thumb.jpg"}],"scale":"48000","country":"United States","state":"Pennsylvania","county":"Monroe County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.75,\n              40.75\n            ],\n            [\n              -74.9,\n              40.75\n            ],\n            [\n              -74.9,\n              41.3\n            ],\n            [\n              -75.75,\n              41.3\n            ],\n            [\n              -75.75,\n              40.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d6ad","contributors":{"authors":[{"text":"Carswell, Louis D.","contributorId":17259,"corporation":false,"usgs":true,"family":"Carswell","given":"Louis","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":157368,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lloyd, Orville B. Jr.","contributorId":47639,"corporation":false,"usgs":true,"family":"Lloyd","given":"Orville","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":157367,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9596,"text":"ofr791280 - 1979 - Results of transient simulations of a digital model of the Arikaree Aquifer near Wheatland, southeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:14","indexId":"ofr791280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1280","title":"Results of transient simulations of a digital model of the Arikaree Aquifer near Wheatland, southeastern Wyoming","docAbstract":"Revised ground-water pumpage data have been imposed on a ground-water flow model previously developed for the Arikaree aquifer in a 400 square-mile area in central Platte County, Wyo. Maximum permitted annual ground-water withdrawals of 750 acre-feet for industrial use were combined with three irrigation-pumping scenarios to predict the long-term effects on ground-water levels and streamflows. Total annual ground-water withdrawals of 8,806 acre-feet, 8,033 acre-feet, and 5,045 acre-feet were predicted to produce average water-level declines of 5 feet or more over areas of 99, 96, and 68 square miles, respectively, at the end of a 40-year simulation period. The first two pumping scenarios were predicted to produce average drawdowns of more than 50 feet over areas of 1.5 and 0.8 square miles, respectively, while the third scenario resulted in average drawdowns of less than 50 feet throughout the study area. In addition, these three pumping scenarios were predicted to cause streamflow reductions of 2.6, 2.0, and 1.4 cubic feet per second, respectively, in the Laramie River and 4.9, 4.7, and 3.7 cubic feet per second, respectively, in the North Laramie River at the end of the 40-year simulation period. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S .Geological Survey,","doi":"10.3133/ofr791280","isbn":"pbk","usgsCitation":"Hoxie, D.T., 1979, Results of transient simulations of a digital model of the Arikaree Aquifer near Wheatland, southeastern Wyoming: U.S. Geological Survey Open-File Report 79-1280, v, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr791280.","productDescription":"v, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142139,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1280/report-thumb.jpg"},{"id":37325,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1280/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605546","contributors":{"authors":[{"text":"Hoxie, Dwight T.","contributorId":77531,"corporation":false,"usgs":true,"family":"Hoxie","given":"Dwight","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":159972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11578,"text":"ofr79676 - 1979 - Digital-transport model study of Diisopropylmethylphosphonate (DIMP) ground-water contamination at the Rocky Mountain Arsenal, Colorado","interactions":[],"lastModifiedDate":"2024-07-15T19:19:37.214307","indexId":"ofr79676","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-676","title":"Digital-transport model study of Diisopropylmethylphosphonate (DIMP) ground-water contamination at the Rocky Mountain Arsenal, Colorado","docAbstract":"<p>Diisopropylmethylphosphonate (DIMP) is an organic compound produced as a byproduct of the manufacture and detoxification of GB nerve gas. Ground-water contamination by DIMP from the disposal of wastes into unlined surface ponds at the Rocky Mountain Arsenal occurred from 1952 to 1956. A digital-transport model was used to determine the effects on ground-water movement and on DIMP concentrations in the ground water of a bentonite barrier in the aquifer near the northern boundary of the arsenal. The transport model is based on an iterative-alternating- direction-implicit mathematical solution of the ground-water-flow equation coupled with a method-of-characteristics solution of the solute-transport equation. The model assumes conservative (nonreactive) transient transport of DIMP and steady-state ground-water flow.</p><p>In the model simulations, a bentonite barrier was assumed that was impermeable and penetrated the entire saturated thickness of the aquifer. Ground water intercepted by the barrier was assumed to be pumped by wells located south (upgra-dient) of the barrier, to be treated to remove DIMP, and to be recharged by pits or wells to the aquifer north (downgradient) of the barrier. The amount of DIMP transported across the northern boundary of the arsenal was substantially reduced by a ground-water-barrier system of this type. For a 1,500-foot-long bentonite barrier located along the northern boundary of the arsenal near D Street, about 50 percent of the DIMP that would otherwise cross the boundary would be intercepted by the barrier. This barrier configuration and location were proposed by the U.S. Army. Of the ground water with DIMP concentrations greater than 500 micro- grams per liter, the safe DIMP-concentration level determined by the U.S. Army, about 72 percent would be intercepted by the barrier system. The amount of DIMP underflow intercepted may be increased to 65 percent by doubling the pumpage, or to 73 percent by doubling the length of the barrier.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79676","usgsCitation":"Warner, J.W., 1979, Digital-transport model study of Diisopropylmethylphosphonate (DIMP) ground-water contamination at the Rocky Mountain Arsenal, Colorado: U.S. Geological Survey Open-File Report 79-676, iv, 39 p., https://doi.org/10.3133/ofr79676.","productDescription":"iv, 39 p.","costCenters":[],"links":[{"id":431102,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0676/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145370,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0676/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Rocky Mountain Arsenal","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -104.90350277918196,\n              39.79818526609469\n            ],\n            [\n              -104.77217640835627,\n              39.79820512226806\n            ],\n            [\n              -104.77179948807711,\n              39.87074264337295\n            ],\n            [\n              -104.86486845062375,\n              39.87059800145718\n            ],\n            [\n              -104.90350277918196,\n              39.83770284193764\n            ],\n            [\n              -104.90350277918196,\n              39.79818526609469\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64acd1","contributors":{"authors":[{"text":"Warner, James W.","contributorId":106119,"corporation":false,"usgs":true,"family":"Warner","given":"James","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":163387,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11143,"text":"ofr791591 - 1979 - Potential hydrologic effects of peat mining in the Red Lake Peatlands, north-central Minnesota— A project plan","interactions":[],"lastModifiedDate":"2021-10-21T21:00:04.977405","indexId":"ofr791591","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1591","title":"Potential hydrologic effects of peat mining in the Red Lake Peatlands, north-central Minnesota— A project plan","docAbstract":"<p>Peat is being considered for fuel in Minnesota. This study will investigate the potential effects of large-scale surface mining of peat on the hydrology and water quality of Upper Red Lake and the Tamarac River. The major aspects of the study are the characterization of the surface-water and groundwater hydrology and water quality, including the trace-metal content of the peat. Data will be collected to construct two- and three-dimensional digital models to simulate the movement of ground water and its relation to surface water in the peatlands, streams, and lakes. After the model is calibrated with field data, it will be used to evaluate the effect of mining peat on the hydrology and water quality of the Upper Red Lake and Tamarac River.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr791591","usgsCitation":"Siegel, D., 1979, Potential hydrologic effects of peat mining in the Red Lake Peatlands, north-central Minnesota— A project plan: U.S. Geological Survey Open-File Report 79-1591, iii, 9 p., https://doi.org/10.3133/ofr791591.","productDescription":"iii, 9 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":390788,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75149.htm"},{"id":142470,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1591/report-thumb.jpg"},{"id":95004,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1591/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Red Lake Peatlands","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.6667,\n              47.8333\n            ],\n            [\n              -94,\n              47.8333\n            ],\n            [\n              -94,\n              48.3333\n            ],\n            [\n              -94.6667,\n              48.3333\n            ],\n            [\n              -94.6667,\n              47.8333\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db6832fe","contributors":{"authors":[{"text":"Siegel, Donald I.","contributorId":97499,"corporation":false,"usgs":true,"family":"Siegel","given":"Donald I.","affiliations":[],"preferred":false,"id":162613,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8383,"text":"ofr791260 - 1979 - A summary of measured hydraulic data for the series of steady and unsteady flow experiments over patterned roughness","interactions":[],"lastModifiedDate":"2012-02-02T00:06:03","indexId":"ofr791260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1260","title":"A summary of measured hydraulic data for the series of steady and unsteady flow experiments over patterned roughness","docAbstract":"This report summarizes and makes available to other investigators the measured hydraulic data collected during a series of experiments designed to study the effect of patterned bed roughness on steady and unsteady open-channel flow. The patterned effect of the roughness was obtained by clear-cut mowing of designated areas of an otherwise fairly dense coverage of coastal Bermuda grass approximately 250 mm high. All experiments were conducted in the Flood Plain Simulation Facility during the period of October 7 through December 12, 1974. Data from 18 steady flow experiments and 10 unsteady flow experiments are summarized. Measured data included are ground-surface elevations, grass heights and densities, water-surface elevations and point velocities for all experiments. Additional tables of water-surface elevations and measured point velocities are included for the clear-cut areas for most experiments. One complete set of average water-surface elevations and one complete set of measured point velocities are tabulated for each steady flow experiment. Time series data, on a 2-minute time interval, are tabulated for both water-surface elevations and point velocities for each unsteady flow experiment. All data collected, including individual records of water-surface elevations for the steady flow experiments, have been stored on computer disk storage and can be retrieved using the computer programs listed in the attachment to this report. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791260","usgsCitation":"Collins, D.L., and Flynn, K.M., 1979, A summary of measured hydraulic data for the series of steady and unsteady flow experiments over patterned roughness: U.S. Geological Survey Open-File Report 79-1260, 2 v.; 1419 p. :ill. ;28 cm., https://doi.org/10.3133/ofr791260.","productDescription":"2 v.; 1419 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":140571,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a60c9","contributors":{"authors":[{"text":"Collins, Dannie L.","contributorId":77925,"corporation":false,"usgs":true,"family":"Collins","given":"Dannie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":157635,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flynn, Kathleen M.","contributorId":43756,"corporation":false,"usgs":true,"family":"Flynn","given":"Kathleen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":157634,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":11629,"text":"ofr79996 - 1979 - Chemical data and statistical analyses from a uranium hydrogeochemical survey of the Rio Ojo Caliente drainage basin, New Mexico, part I: Water","interactions":[],"lastModifiedDate":"2021-10-13T18:13:49.238039","indexId":"ofr79996","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-996","title":"Chemical data and statistical analyses from a uranium hydrogeochemical survey of the Rio Ojo Caliente drainage basin, New Mexico, part I: Water","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79996","usgsCitation":"Wenrich-Verbeek, K.J., and Suits, V.J., 1979, Chemical data and statistical analyses from a uranium hydrogeochemical survey of the Rio Ojo Caliente drainage basin, New Mexico, part I: Water: U.S. Geological Survey Open-File Report 79-996, i, 143 p., https://doi.org/10.3133/ofr79996.","productDescription":"i, 143 p.","costCenters":[],"links":[{"id":390477,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11449.htm"},{"id":39489,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0996/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143779,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0996/report-thumb.jpg"}],"country":"United States","state":"New Mexico","otherGeospatial":"Rio Ojo Caliente drainage basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.25,\n              36.307\n            ],\n            [\n              -105.9570,\n              36.307\n            ],\n            [\n              -105.9570,\n              36.75\n            ],\n            [\n              -106.25,\n              36.75\n            ],\n            [\n              -106.25,\n              36.307\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3dd1","contributors":{"authors":[{"text":"Wenrich-Verbeek, Karen J.","contributorId":101662,"corporation":false,"usgs":true,"family":"Wenrich-Verbeek","given":"Karen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":163474,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Suits, Vivian J.","contributorId":84765,"corporation":false,"usgs":true,"family":"Suits","given":"Vivian","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":163473,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9212,"text":"ofr791273 - 1979 - Urban storm-runoff modelling; Madison, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T15:53:17","indexId":"ofr791273","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1273","title":"Urban storm-runoff modelling; Madison, Wisconsin","docAbstract":"<p>The Illinois Urban Drainage Area Simulator was used to analyze the effects that (1) physical changes to storm-sewer conduits, and (2) increased runoff detention and infiltration would have on storm runoff in four urban basins in Madison, Wisconsin. The model was calibrated using monitoring data for the four basins collected over a 1-year period. A brief evaluation was made of a modified version of the model that simulates quality of urban runoff. Additional monitoring and computer analysis are necessary to calibrate the water-quality portion of the model before it can be used as a management tool in Madison. This study was done in cooperation with the Dane County Regional Planning Commission (DCRPC).</p>\n<p>Tables presenting results of various storm-water-management options are included. Some notable simulation results were that a 25 percent storm-sewer slope reduction yielded only a 3 percent peak-discharge reduction, and increasing storm-sewer roughness by increasing Manning's \"n\" from 0.013 to 0.0^0 decreased peak discharge about 10 to 20 percent. Detention of 10 percent of runoff throughout each basin yielded peak-discharge reductions of about 10 to 20 percent. Infiltration of all parking-lot runoff reduced peak discharges 5 to 2h percent. Peak discharges were reduced by 71 to 88 percent by substituting porous pavement for conventional pavement. Draining 90 percent of the residential rooftops onto lawns instead of driveways reduced peak discharge from 7 to 31 percent. Runoff-volume reduction was similarly reduced for the induced infiltration simulations.</p>\n<p>Storage requirements for hypothetical storm-water-treatment plants ranged from 2.6 to 29 acre-feet for the smallest and largest basins, respectively, with a treatment capacity of 25 cubic feet per second.</p>\n<p>A brief inconclusive evaluation of the water-quality subroutines of the model was made. Close agreement was noted between observed and simulated loads for nitrates, organic nitrogen, total phosphate, and total solids. Ammonia nitrogen and orthophosphate computed by the model ranged 7 to 11 times greater than the observed loads. Observed loads are doubtful because of the sparsity of water-quality data.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791273","collaboration":"Prepared in cooperation with the Dane County Planning Commission","usgsCitation":"Grant, R.S., and Goddard, G., 1979, Urban storm-runoff modelling; Madison, Wisconsin: U.S. Geological Survey Open-File Report 79-1273, iv, 29 p., https://doi.org/10.3133/ofr791273.","productDescription":"iv, 29 p.","numberOfPages":"33","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":142735,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1273/report-thumb.jpg"},{"id":36823,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1273/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane County","city":"Madison","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.6044921875,\n              43.041794452901534\n            ],\n            [\n              -89.6044921875,\n              43.18314981723581\n            ],\n            [\n              -89.22683715820312,\n              43.18314981723581\n            ],\n            [\n              -89.22683715820312,\n              43.041794452901534\n            ],\n            [\n              -89.6044921875,\n              43.041794452901534\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4888e4b07f02db51a6c9","contributors":{"authors":[{"text":"Grant, R. Stephen","contributorId":83125,"corporation":false,"usgs":true,"family":"Grant","given":"R.","email":"","middleInitial":"Stephen","affiliations":[],"preferred":false,"id":159296,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goddard, Gerald","contributorId":54202,"corporation":false,"usgs":true,"family":"Goddard","given":"Gerald","affiliations":[],"preferred":false,"id":159295,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10361,"text":"ofr79343 - 1979 - Water resources of the southern Powder River area of southeastern Montana","interactions":[{"subject":{"id":10361,"text":"ofr79343 - 1979 - Water resources of the southern Powder River area of southeastern Montana","indexId":"ofr79343","publicationYear":"1979","noYear":false,"title":"Water resources of the southern Powder River area of southeastern Montana"},"predicate":"SUPERSEDED_BY","object":{"id":70042990,"text":"70042990 - 1981 - Water resources of the southern Powder River area, southeastern Montana","indexId":"70042990","publicationYear":"1981","noYear":false,"title":"Water resources of the southern Powder River area, southeastern Montana"},"id":1}],"supersededBy":{"id":70042990,"text":"70042990 - 1981 - Water resources of the southern Powder River area, southeastern Montana","indexId":"70042990","publicationYear":"1981","noYear":false,"title":"Water resources of the southern Powder River area, southeastern Montana"},"lastModifiedDate":"2023-03-01T21:42:42.335136","indexId":"ofr79343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-343","title":"Water resources of the southern Powder River area of southeastern Montana","docAbstract":"<p>The southern Powder River area comprises about 2,230 square miles in southeastern Montana. Sedimentary rocks beneath this area range in age from Cambrian to Holocene and attain a maximum thickness of about 12,000 feet. Rocks exposed in the study area range in age from Late Cretaceous to Holocene.</p><p>Water for domestic, stock, and public use in the southern Powder River area is available from the Fox Hills-lower Hell Creek aquifer and the upper part of the Hell Creek Formation, both of Late Cretaceous age, and the Fort Union Formation of Paleocene age. Water for industrial use might be available from the Madison Group of Mississippian age. Where adequate quantities are available, water from the Madison Group is suitable for irrigation. Water from alluvium of Holocene and Pleistocene age along the Powder River is marginally suitable for irrigation, and surface water from the Powder River is suitable for irrigation, except during periods of low flow.</p><p>The Madison Group is a sequence of carbonate rocks that underlies the entire study area and ranges in thickness from 800 to 1,500 feet. Depth to the top of the group is about 4,000 feet in the southeastern part of the area and as much as 9,000 feet in the southwestern part. Water-supply wells at the Bell Creek oil field in the southeastern part of the study area flow as much as 1,300 gal/min (gallons per minute). Oil-field water from this area contains calcium, magnesium, and sulfate as major ions, and contains less than 1,000 mg/L (milligrams per liter) dissolved solids.</p><p>The Fox Hills-lower Hell Creek aquifer is predominantly sandstone interbedded in part with sandy shale and siltstone. The aquifer crops out in the eastern part of the study area and dips generally westward beneath the land surface at about 40 to 200 feet per mile. Wells in the Fox Hills-lower Hell Creek aquifer range in depth from 25 feet in the outcrop area to 1,358 feet between the Powder and Little Powder Rivers. Measured well yields range from 3 to 200 gal/min. Many flowing wells along the principal rivers yield as much as 20 gal/min. The water contains calcium, magnesium, and bicarbonate or sulfate as major ions in the outcrop area. Downgradient, sodium and bicarbonate are predominant. The dissolved-solids concentration ranges from 261 to 2,230 mg/L.</p><p>The upper part of the Hell Creek Formation consists of interbedded shale, siltstone, claystone, and sandstone. Wells in the upper part of the Hell Creek are as deep as 1,045 feet. Flowing wells along the Powder and Little Powder Rivers yield as much as 40 gal/min, but pumped wells generally yield less. The water quality is similar to that of the Fox Hills-lower Hell Creek aquifer. The dissolved-solids concentration ranges from 236 to 1,580 mg/L.</p><p>The Fort Union Formation consists of interbedded sandstone, siltstone, shale, and coal. The formation crops out in the western three-fourths of the study area and is about 2,100 feet thick in the southwestern part. Wells tapping this unit range in depth from 120 to 1,100 feet. Wells and springs are reported to yield as much as 20 gal/min; many wells flow. The upper part of the formation is a major aquifer west of the Powder River valley. The water contains calcium, magnesium, sodium, bicarbonate, and sulfate as the major ions in most any relative proportion. The dissolved-solids concentration ranges from 541 to 2,160 mg/L.</p><p>Alluvium is unconsolidated deposits of interbedded clay, silt, sand, and gravel, mostly along the river valleys. Maximum measured thicknesses of these deposits were 62 and 55 feet along the Powder and Little Powder Rivers, respectively. Several irrigation wells drilled in the alluvium along the Powder River have reported yields of as much as 900 gal/min. Water contains calcium, magnesium, and sulfate as major ions. The dissolved-solids concentration of two water samples from the Powder River valley was 1,780 and 2,240 mg/L.</p><p>The only perennial streams are the Powder and Little Powder Rivers. Based on available streamflow records, the mean-annual discharge of the Powder River at Moorhead, in the southwestern part of the area, is 448 cubic feet per second; discharge varies from 0 to 23,000 cubic feet per second. Mean-annual discharge of the Little Powder River near Broadus, in the north-central part of the area, is 31 cubic feet per second; discharge varies from 0 to 2,440 cubic feet per second. Water from the Powder River normally contains calcium and sulfate as the major ions. Dissolved-solids concentration ranges from 20 to 3,460 mg/L.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79343","collaboration":"Prepared in cooperation with the Montana Bureau of Mines and Geology","usgsCitation":"Miller, W.R., 1979, Water resources of the southern Powder River area of southeastern Montana: U.S. Geological Survey Open-File Report 79-343, Report: vii, 97 p.; 4 Plates: 38.53 x 25.06 inches or smaller, https://doi.org/10.3133/ofr79343.","productDescription":"Report: vii, 97 p.; 4 Plates: 38.53 x 25.06 inches or smaller","costCenters":[],"links":[{"id":143380,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0343/report-thumb.jpg"},{"id":413574,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0343/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":413573,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0343/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":413572,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0343/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":413571,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0343/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":413570,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0343/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","otherGeospatial":"Powder River, southeastern Montana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -106.1060780230682,\n              44.99730993309305\n            ],\n            [\n              -105.34780716843096,\n              44.99730993309305\n            ],\n            [\n              -105.34780716843096,\n              45.476708847648894\n            ],\n            [\n              -106.1060780230682,\n              45.476708847648894\n            ],\n            [\n              -106.1060780230682,\n              44.99730993309305\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f022d","contributors":{"authors":[{"text":"Miller, W. Roger","contributorId":60191,"corporation":false,"usgs":true,"family":"Miller","given":"W.","email":"","middleInitial":"Roger","affiliations":[],"preferred":false,"id":161256,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9595,"text":"ofr8015 - 1979 - Projected effects of intermittent changes in withdrawal of water from the Arikaree Aquifer near Wheatland, southeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:14","indexId":"ofr8015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-15","title":"Projected effects of intermittent changes in withdrawal of water from the Arikaree Aquifer near Wheatland, southeastern Wyoming","docAbstract":"Effects on streamflows and ground-water levels attributable to a proposed intermittent change in use and sites of withdrawal of 3 ,146 acre-feet of water from the Arikaree aquifer in central Platte County, WY, are assessed with a previously developed ground-water flow model. This water has been permitted for agricultural use by the State of Wyoming, and under the proposal would supplement, when needed, existing industrial surface- and ground-water supplies for the Laramie River Station of the Missouri Basin Power Project. Under a scenario wherein the supplemental industrial usage occurs in every 10th year commencing in 1980, the model predicts a cumulative streamflow-depletion rate in the Laramie and North Laramie Rivers of 7.7 cubic feet per second in the year 2020 compared to a rate of 6.9 cubic feet per second that is predicted if the intermittent industrial usage does not occur. Areas in which drawdowns relative to the simulated 1973 head configuration exceed 5, 10, 25, and 50 feet are predicted to be 107, 78, 38, and 2 square miles, respectively, in 2020 under the intermittent-usage scenario compared to corresponding areas of 104, 76, 36, and 2 square miles that are predicted if the intermittent industrial usage does not occur. (USGS).","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8015","usgsCitation":"Hoxie, D.T., 1979, Projected effects of intermittent changes in withdrawal of water from the Arikaree Aquifer near Wheatland, southeastern Wyoming: U.S. Geological Survey Open-File Report 80-15, vi, 43 p. maps ;28 cm., https://doi.org/10.3133/ofr8015.","productDescription":"vi, 43 p. maps ;28 cm.","costCenters":[],"links":[{"id":142138,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0015/report-thumb.jpg"},{"id":37324,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d9c8","contributors":{"authors":[{"text":"Hoxie, Dwight T.","contributorId":77531,"corporation":false,"usgs":true,"family":"Hoxie","given":"Dwight","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":159971,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8697,"text":"ofr78800 - 1979 - Southeast Georgia embayment high-resolution seismic-reflection survey","interactions":[],"lastModifiedDate":"2024-06-13T19:25:14.628886","indexId":"ofr78800","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"78-800","title":"Southeast Georgia embayment high-resolution seismic-reflection survey","docAbstract":"A high-resolution seismic survey of the offshore part of the Southeast Georgia Embayment on about a 20 km spacing was completed in 1976. A stratigraphic analyses of the data shows that the largest controlling factor in the depositional history of the shelf has been the Gulf Stream. These currents have shifted back and forth across the shelf, at times incising into shelf sediments, and at all times blocking much of the accumulation of Cenozoic sediments seaward of the Florida-Hatteras Slope. In the southern region the Gulf Stream maintained its present position since Miocene time, blocking the accumulation of Pliocene and younger rocks on the Plateau. Northward, in the middle, region the currents turned slightly to the northeast. The inner portion of the Blake Plateau has been scoured of sediments since the Paleocene in this area, and scouring has also occurred on the shelf from time to time. In the northern part of the survey area a more easterly flow of the Gulf Stream has allowed Eocene and younger rocks to be deposited on the Plateau. Line drawings and a geologic map show the distribution of the various Cretaceous and Cenozoic units. A number of potential environmental hazards or constraints to petroleum development seen in the reflection data are identified. Besides current scour and erosion features, these include gravity faults on the slope, a slump, faulting on the inner Blake Plateau, the shelf edge reef, and deep water reefs on the Blake Plateau.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78800","usgsCitation":"Edsall, D.W., 1979, Southeast Georgia embayment high-resolution seismic-reflection survey: U.S. Geological Survey Open-File Report 78-800, 90 p., https://doi.org/10.3133/ofr78800.","productDescription":"90 p.","costCenters":[],"links":[{"id":430152,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74932.htm","linkFileType":{"id":5,"text":"html"}},{"id":36283,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0800/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141787,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0800/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7241","contributors":{"authors":[{"text":"Edsall, Douglas W.","contributorId":59035,"corporation":false,"usgs":true,"family":"Edsall","given":"Douglas","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":158172,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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