{"pageNumber":"582","pageRowStart":"14525","pageSize":"25","recordCount":16446,"records":[{"id":28576,"text":"wri7682 - 1976 - Model analysis of effects on water levels at Indiana Dunes National Lakeshore caused by construction dewatering","interactions":[],"lastModifiedDate":"2018-11-01T14:51:11","indexId":"wri7682","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-82","title":"Model analysis of effects on water levels at Indiana Dunes National Lakeshore caused by construction dewatering","docAbstract":"<p>Two computer models were developed to investigate possible hydrologic effects within the Indiana Dunes National Lakeshore caused by planned dewatering at the adjacent Bailly Nuclear Generator construction site. The dewatering, which is scheduled to last for about 18 months, would cause ground-water levels to be drawn down 20 to 30 feet (6 to 9 metres) to an elevation of 4 ft (1.2 m) below Lake Michigan datum under the approximately 7-acre (2.8-square hectometre) construction site, which is about 800 ft (245 m) west of the Lakeshore property. The results of this study have been used by the National Park Service to help evaluate the environmental impact of the dewatering, particularly the effects on the ecosystem of the lakeshore.</p><p>The aquifer underlying the area is about 50 ft (15 m) thick and is composed of fine sand with layers of medium sand and gravel. All natural ponds in the area are separated from the aquifer by a low-permeability layer of silty organic muck and clay that ranges from about 1 to 4 ft (0.3 to 1.2 m) in thickness. This pond-bottom material acts only to retard the flow of water either to or from the aquifer beneath the ponds, depending upon the relative head in the pond and the aquifer. Elsewhere, the aquifer is under water-table conditions.</p><p>The model analysis indicates that the planned dewatering would cause a drawdown of about 4 ft (1.2 m) under the westernmost pond of the Lakeshore and that this drawdown would cause the pond to go almost dry--less than 0.5 ft (0.15 m) of water remaining in about 1 percent of the pond--under average conditions during the 18-month dewatering period. When water levels are below average, as during late July and early August 1974, the pond would go dry in about 5 1/2 months. However, the pond may not have to go completely dry to damage the ecosystem. If the National Park Service's independent study determines the minimum pond level at which ecosystem damage would be minimized, the models developed in this study could be used to predict the hydrologic conditions necessary to maintain that level.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7682","usgsCitation":"Marie, J.R., 1976, Model analysis of effects on water levels at Indiana Dunes National Lakeshore caused by construction dewatering: U.S. Geological Survey Water-Resources Investigations Report 76-82, v, 32 p., https://doi.org/10.3133/wri7682.","productDescription":"v, 32 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science 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,{"id":29165,"text":"wri7643 - 1976 - Hydrology of the Princeton area, Kentucky","interactions":[],"lastModifiedDate":"2019-07-16T12:03:38","indexId":"wri7643","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-43","title":"Hydrology of the Princeton area, Kentucky","docAbstract":"The Princeton area comprises about 155 square miles in western Kentucky and includes parts of Caldwell, Crittenden, and Lyon Counties. The area is in the Mississippi Plateau region of Kentucky and lies within the drainage basin of the Cumberland River and Tradewater River basins. In 1974 municipal water-supply systems utilized about 1,115,000 gal of water per day from Barkley Lake. This use is expected to nearly double by the year 2000. Rural water supplies are obtained primarily from three geologic units - the Ste. Genevieve Limestone and the upper and lower members of the St. Louis Limestone. All three units can yield sufficient water for domestic and stock purposes , but the Ste. Genevieve at Princeton has yielded as much as 150 gal/min to individual wells. The chemical quality of both surface and ground water is generally good, except that the basal part of the lower member of the St. Louis Limestone may yield water high in sulfate and hydrogen sulfide. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7643","usgsCitation":"Plebuch, R., 1976, Hydrology of the Princeton area, Kentucky ( ): U.S. Geological Survey Water-Resources Investigations Report 76-43, Report: vii, 30 p.; 5 Plates: 29.98 x 25.64 inches or smaller, https://doi.org/10.3133/wri7643.","productDescription":"Report: vii, 30 p.; 5 Plates: 29.98 x 25.64 inches or smaller","costCenters":[],"links":[{"id":159189,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0043/report-thumb.jpg"},{"id":365610,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0043/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365611,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0043/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365612,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0043/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365613,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0043/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365614,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0043/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kentucky","city":"Princeton","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.90847778320312,\n              37.092430683283474\n            ],\n            [\n              -87.83294677734375,\n              37.092430683283474\n            ],\n            [\n              -87.83294677734375,\n              37.11816878088743\n            ],\n            [\n              -87.90847778320312,\n              37.11816878088743\n            ],\n            [\n              -87.90847778320312,\n              37.092430683283474\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":" ","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb8a","contributors":{"authors":[{"text":"Plebuch, R. O.","contributorId":29429,"corporation":false,"usgs":true,"family":"Plebuch","given":"R. O.","affiliations":[],"preferred":false,"id":201062,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26135,"text":"wri76109 - 1976 - Magnitude and frequency of floods in Nebraska","interactions":[],"lastModifiedDate":"2016-07-11T11:24:18","indexId":"wri76109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-109","title":"Magnitude and frequency of floods in Nebraska","docAbstract":"<p>Estimates of flood characteristics with recurrence intervals up to 100 years can be obtained at most sites in Nebraska by use of techniques presented in this report. Instructions, equations, and graphs are presented to aid the design engineer in estimating the magnitude and frequency of floods.</p>\n<p>For natural-flow streams, the estimating equations and graphical solutions are based on regional relations between floods of a specific return period and selected basin characteristics. Nebraska was subdivided into five hydrologic regions by means of regressions and residuals from the regressions. The boundaries of Regions 1 and 2 were determined to a great extent by differences in soil type. The divisions between Region 2 and Region 4 were also determined by differences in soil type. Boundaries of Region 3 and Region 5 are along or near basin divides.</p>\n<p>Flood magnitude and frequency solution diagrams are presented for major controlled streams such as the North Platte, South Platte, Platte, and Republican Rivers. Flood information on small controlled streams is limited to available station data.</p>\n<p>Flood characteristics are tabulated for 303 gaging stations having 13 or more years of record. These flood characteristics provide the best information on floods at these gaged sites.</p>\n<p>Observed maximum flood peaks at 303 gaging stations with 13 or more years of record and significant peaks at 57 short-term stations and 31 miscellaneous sites are useful in designing flood-control works for maximum safety from flood damage. 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,{"id":28355,"text":"wri7665 - 1976 - Hydrologic relations between lakes and aquifers in a recharge area near Orlando, Florida","interactions":[],"lastModifiedDate":"2022-01-06T21:55:44.450842","indexId":"wri7665","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-65","title":"Hydrologic relations between lakes and aquifers in a recharge area near Orlando, Florida","docAbstract":"The three lakes investigated in Orange County, Florida, gain water from adjoining water-table aquifer and lose water to Floridan aquifer by downward leakage. Net seepage (net exchange of water between lake and aquifers) can be estimated by equation S = AX + BY, where S is net seepage, X represents hydraulic gradient between lake and water-table aquifer, A is lumped parameter representing effect of hydraulic conductivity and cross-sectional area of materials in flow section of water-table aquifer, Y is head difference between lake level and potentiometric surface of Floridan aquifer, and B is lumped parameter representing effect of hydraulic conductivity, area, and thickness of materials between lake bottom and Floridan aquifer. If values of S, X, and Y are available for two contrasting water-level conditions, coefficients A and B are determinable by solution of two simultaneous equations. If the relation between lake and ground-water level is the same on all sides of the lake--with regard to each aquifer--and if X and Y are truly representative of these relations, then X and Y terms of equation provide valid estimates of inflow to lake from water-table aquifer and outflow from lake to Floridan aquifer. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7665","usgsCitation":"Lichtler, W.F., Hughes, G., and Pfischner, F.L., 1976, Hydrologic relations between lakes and aquifers in a recharge area near Orlando, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-65, vi, 61 p., https://doi.org/10.3133/wri7665.","productDescription":"vi, 61 p.","costCenters":[],"links":[{"id":57160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0065/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124137,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0065/report-thumb.jpg"},{"id":393990,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35080.htm"}],"country":"United States","state":"Florida","city":"Orlando","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.75,\n              28.334\n            ],\n            [\n              -80.833,\n              28.334\n            ],\n            [\n              -80.833,\n              28.75\n            ],\n            [\n              -81.75,\n              28.75\n            ],\n            [\n              -81.75,\n              28.334\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605530","contributors":{"authors":[{"text":"Lichtler, William F.","contributorId":17612,"corporation":false,"usgs":true,"family":"Lichtler","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199652,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hughes, G.H.","contributorId":73975,"corporation":false,"usgs":true,"family":"Hughes","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":199653,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pfischner, F. L.","contributorId":77968,"corporation":false,"usgs":true,"family":"Pfischner","given":"F.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199654,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26658,"text":"wri7683 - 1976 - Measured and simulated ground-water levels in the Franklin area, southeastern Virginia","interactions":[],"lastModifiedDate":"2019-07-17T09:48:49","indexId":"wri7683","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-83","title":"Measured and simulated ground-water levels in the Franklin area, southeastern Virginia","docAbstract":"The Lower Cretaceous aquifer is the principal source of water in Southeastern Virginia. Synoptic water-level measurements made since 1970 have been used to verify a digital model of the aquifer. Measurements made in December 1973, August and December 1974 were used to further verify the model, using updated pumpage for those periods. The close agreement of the potentiometric maps based on measured and simulated water levels indicates that the model is simulating hydrologic conditions satisfactorily. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7683","usgsCitation":"Cosner, O.J., 1976, Measured and simulated ground-water levels in the Franklin area, southeastern Virginia: U.S. Geological Survey Water-Resources Investigations Report 76-83, 5 Plates: 34.04 x 22.01 inches, https://doi.org/10.3133/wri7683.","productDescription":"5 Plates: 34.04 x 22.01 inches","costCenters":[],"links":[{"id":365655,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0083/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365654,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0083/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365656,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0083/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365657,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0083/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365658,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0083/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158210,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0083/report-thumb.jpg"}],"country":"United States","state":"Virginia","city":"Franklin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.0306396484375,\n              36.608913667193676\n            ],\n            [\n              -76.7889404296875,\n              36.608913667193676\n            ],\n            [\n              -76.7889404296875,\n              36.71466899719828\n            ],\n            [\n              -77.0306396484375,\n              36.71466899719828\n            ],\n            [\n              -77.0306396484375,\n              36.608913667193676\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db61081f","contributors":{"authors":[{"text":"Cosner, O. J.","contributorId":19587,"corporation":false,"usgs":true,"family":"Cosner","given":"O.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196789,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28632,"text":"wri7685 - 1976 - Hydrology of lakes in the Minneapolis-Saint Paul Metropolitan Area: A summary of available dat","interactions":[],"lastModifiedDate":"2018-03-19T10:08:06","indexId":"wri7685","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-85","title":"Hydrology of lakes in the Minneapolis-Saint Paul Metropolitan Area: A summary of available dat","docAbstract":"<p>Data were collected and summarized on the hydrology and hydrogeology of 949 lakes, 10 acres (4 hectares) or larger, in the Minneapolis-St. Paul metropolitan area, Minnesota. 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:{\"name\":\"Anoka\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae27e","contributors":{"authors":[{"text":"McBride, Mark S.","contributorId":96694,"corporation":false,"usgs":true,"family":"McBride","given":"Mark","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200145,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26260,"text":"wri76118 - 1976 - Geohydrology of the Albin and La Grange areas, aoutheastern Wyoming","interactions":[],"lastModifiedDate":"2023-01-11T19:49:02.96036","indexId":"wri76118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-118","title":"Geohydrology of the Albin and La Grange areas, aoutheastern Wyoming","docAbstract":"<p>The Albin and La Grange areas in southeastern Wyoming are two adjoining different hydrologic areas. Since ground water is the only source of water for irrigation in the Albin area, 34 irrigation wells have been drilled since 1968 and developed in conjunction mostly with center-pivot sprinkler systems that in 1974 irrigated about 6,980 acres. Most irrigation wells are developed in channel deposits of the Ogallala Formation of late Miocene. Water levels in parts of these channel deposits have declined about 4 to 7 feet since pumping began in 1968. In the La Grange area, lands are irrigated by surface water, ground water or a combination of both. The best producing wells are those completed in both the Brule Formation of Oligocene age and the alluvium. Secondary porosity was located and elevated in the Brule using caliper logs, an Acoustic Borehole Televiewer and geophysical logs. From the spring of 1970 to the spring of 1974, hydrographs of wells in parts of the La Grange area show water-level rises of about 5 feet resulting from the net effect of surface-water recharge and groundwater pumpage. Throughout the La Grange area no significant annual water-table declines have occurred. It is unlikely that irrigation wells pumping near Horse Creek have caused significant direct streamflow depletion.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76118","usgsCitation":"Borchert, W.B., 1976, Geohydrology of the Albin and La Grange areas, aoutheastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 76-118, Report: v, 72 p.; 6 Plates: 33.00 x 27.25 inches or smaller, https://doi.org/10.3133/wri76118.","productDescription":"Report: v, 72 p.; 6 Plates: 33.00 x 27.25 inches or smaller","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":411732,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35026.htm","linkFileType":{"id":5,"text":"html"}},{"id":55066,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55065,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55062,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55061,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55067,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0118/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118958,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0118/report-thumb.jpg"},{"id":55063,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55064,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","otherGeospatial":"Albin and La Grande areas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -104.482,\n              41.565\n            ],\n            [\n              -104.482,\n              41.317\n            ],\n            [\n              -104.057,\n              41.317\n            ],\n            [\n              -104.057,\n              41.565\n            ],\n            [\n              -104.482,\n              41.565\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89dd","contributors":{"authors":[{"text":"Borchert, W. B.","contributorId":34965,"corporation":false,"usgs":true,"family":"Borchert","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":196076,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30546,"text":"wri7687 - 1976 - Index to water resources data for Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri7687","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-87","title":"Index to water resources data for Illinois","docAbstract":"This index to water resources data for Illinois includes 1,275 sites where surface-water and ground-water data were collected through December 31, 1975. The index is the first comprehensive tabulation of data collected in Illinois by the U.S. Geological Survey; data collection began in 1903. Information included are the county code, drainage area, datum, type of data available, period of record, where data are filed, and the name of the current cooperating agency. The surface-water index is listed sequentially by station number and also alphabetically by station name. Station numbers for the ground-water index are grouped by counties. The hydrologic unit index shows all sites and is listed by the respective hydrologic boundaries. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7687","usgsCitation":"Winget, D., 1976, Index to water resources data for Illinois: U.S. Geological Survey Water-Resources Investigations Report 76-87, iii, 81 p. :tables ;28 cm., https://doi.org/10.3133/wri7687.","productDescription":"iii, 81 p. :tables ;28 cm.","costCenters":[],"links":[{"id":160723,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f1c51","contributors":{"authors":[{"text":"Winget, D.E.","contributorId":46138,"corporation":false,"usgs":true,"family":"Winget","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":203435,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":49296,"text":"ofr76178 - 1976 - Availability of hydrologic data for Prince Georges County, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:11:18","indexId":"ofr76178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-178","title":"Availability of hydrologic data for Prince Georges County, Maryland","language":"ENGLISH","doi":"10.3133/ofr76178","usgsCitation":"Herb, W., 1976, Availability of hydrologic data for Prince Georges County, Maryland: U.S. Geological Survey Open-File Report 76-178, 7 p., illus., https://doi.org/10.3133/ofr76178.","productDescription":"7 p., illus.","costCenters":[],"links":[{"id":175405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d761","contributors":{"authors":[{"text":"Herb, W.J.","contributorId":16847,"corporation":false,"usgs":true,"family":"Herb","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":239455,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27728,"text":"wri76106 - 1976 - Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes","interactions":[],"lastModifiedDate":"2018-08-08T13:56:03","indexId":"wri76106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-106","title":"Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes","docAbstract":"<p>Land-cover information is needed to select subbasins within the New River basin, Tennessee, for the study of hydrologic processes and also is needed to transfer study results to other sites affected by coal mining. It was believed that data recorded by the first Earth Resources Technology Satellite (Landsat-1) could be processed to yield the needed land-cover information. This study demonstrates that digital computer processing of the spectral information contained in each picture element (pixel) of 1.1 acres (4,500 m2) can produce maps and tables of the areal extent of selected land-cover categories.</p><p>The distribution of water, rock, agricultural areas, evergreens, bare earth, hardwoods, and uncategorized areas, is portrayed on a map of the entire New River basin (1:62,500 scale) and on 15 quadrangles (1:24,000 scale). Although some categories are a mixture of land-cover types, they portray the predominant component named. Tables quantify the area of each category and indicate that agriculture covers 5 percent of the basin, evergreens cover 7 percent, bare earth covers 6 percent, three categories of hardwoods cover 81 percent, and water, rock, and uncategorized areas each cover less than 1 percent of the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76106","usgsCitation":"Hollyday, E., and Sauer, S., 1976, Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes: U.S. Geological Survey Water-Resources Investigations Report 76-106, iv, 14 p., https://doi.org/10.3133/wri76106.","productDescription":"iv, 14 p.","numberOfPages":"20","costCenters":[],"links":[{"id":356335,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158787,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0106/report-thumb.jpg"}],"country":"United States","state":"Tennessee","otherGeospatial":"New River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85.8636474609375,\n              35.27925852568387\n            ],\n            [\n              -83.9630126953125,\n              35.27925852568387\n            ],\n            [\n              -83.9630126953125,\n              36.96744946416934\n            ],\n            [\n              -85.8636474609375,\n              36.96744946416934\n            ],\n            [\n              -85.8636474609375,\n              35.27925852568387\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0be4b07f02db69de82","contributors":{"authors":[{"text":"Hollyday, E. F.","contributorId":95062,"corporation":false,"usgs":true,"family":"Hollyday","given":"E. F.","affiliations":[],"preferred":false,"id":198601,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, S.P.","contributorId":100869,"corporation":false,"usgs":true,"family":"Sauer","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":198602,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25467,"text":"wri7699 - 1976 - Effects of off-road vehicle use on the hydrology and landscape of arid environments in central and southern California","interactions":[],"lastModifiedDate":"2019-11-22T15:14:50","indexId":"wri7699","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-99","title":"Effects of off-road vehicle use on the hydrology and landscape of arid environments in central and southern California","docAbstract":"<p>Two widely separated sites in California used for motorcycle hill-climbing were studied to evaluate the impact on the landscape and hydrology. At Panoche Hills in central California, an area formerly used by motorcycles together with an adjacent unused area were monitored from 1971 to 1975. Observations in both areas included measurements of precipitation, runoff, soil moisture, soil bulk density, plant cover, and erosion surveys. At Dove Spring Canyon in southern California erosion was measured on a site that is currently being used for motorcycle hill-climbing. At the Panoche Hills site, the area used by motorcycles produced about eight times as much runoff as the unused area. Similarly, sediment yield from the used areas was 857 cubic meters/sq km, while the quantity of sediment from the unused area was not measurable by standard methods. At the Dove Spring Canyon site, which is still being used for hill-climbing, erosion surveys show that degradation in trails has been as much as 0.3 m in the period 1973-75. Compaction of soils and reduction of permeability appears to be the most serious hydrologic impact of motorcycle use at Panoche Hills. Increased bulk density of soils reduces depth of moisture penetration which deprives plants of moisture needed for growth. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7699","usgsCitation":"Snyder, C., Frickel, D., Hadley, R.F., and Miller, R., 1976, Effects of off-road vehicle use on the hydrology and landscape of arid environments in central and southern California: U.S. Geological Survey Water-Resources Investigations Report 76-99, iv, 45 p. , https://doi.org/10.3133/wri7699.","productDescription":"iv, 45 p. ","costCenters":[],"links":[{"id":156971,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0099/report-thumb.jpg"},{"id":369494,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Dove Spring Canyon, Panoche Hills","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.14624023437499,\n              35.14237113713991\n            ],\n            [\n              -118.07556152343749,\n              35.14237113713991\n            ],\n            [\n              -118.07556152343749,\n              36.6551995018735\n            ],\n            [\n              -121.14624023437499,\n              36.6551995018735\n            ],\n            [\n              -121.14624023437499,\n              35.14237113713991\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4445","contributors":{"authors":[{"text":"Snyder, Charles T.","contributorId":53767,"corporation":false,"usgs":true,"family":"Snyder","given":"Charles T.","affiliations":[],"preferred":false,"id":193811,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frickel, D. G.","contributorId":11213,"corporation":false,"usgs":true,"family":"Frickel","given":"D. G.","affiliations":[],"preferred":false,"id":193809,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hadley, R. F.","contributorId":27028,"corporation":false,"usgs":true,"family":"Hadley","given":"R.","middleInitial":"F.","affiliations":[],"preferred":false,"id":193810,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R.F.","contributorId":83882,"corporation":false,"usgs":true,"family":"Miller","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":193812,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":48302,"text":"ofr76665 - 1976 - Basic data from five core holes in the Raft River geothermal area, Cassia County, Idaho","interactions":[],"lastModifiedDate":"2013-11-26T11:05:52","indexId":"ofr76665","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-665","title":"Basic data from five core holes in the Raft River geothermal area, Cassia County, Idaho","docAbstract":"<p>Studies of the geothermal aspect-of the Bridge area of \nthe Raft River basin in south-central Idaho (fig. 1) by the \nU.S. Geological Survey began in 1972 when Young and Mitchell \n(1973) made a geochemical and geologic reconnaissance of \nselected thermal waters in Idaho. The Bridge area had been \ndesignated the Frazier known geothermal resource area \n(Frazier KGRA) by the U.S. Geological Survey (Godwin and \nothers-, 1971) . Since 1972, several units of the Geological \nSurvey have studied the area to provide data for the U.S. \nEnergy Research and Development Administration, which proposes to ascertain whether the geothermal resource can be \ndeveloped for power generation and other uses. The studies \ninclude geologic mapping, geophysical surveys, water sampling, test drilling, and studies of all available drill- \nhole data. A list of reports already prepared on the area \nis included with this report.</p>\n<br/>\n<p>Core drilling of five holes began in August 1974 and \nwas completed in March 1975. These holes are referred to as \nintermediate-depth core holes, principally because in the \nspring of 1974, 35 auger holes 25 to 98 feet (7.6 to 30\nmeters) were completed in the area (Crosthwaite, 1974), and \nthe Aerojet Nuclear Company, under the auspices of the U.S. \nEnergy Research and Development Administration, was planning \nsome deep drilling 4,000 to 6,000 feet (1,200 to 1,800 \nmeters) (fig. 1). The purpose of the core drilling was to \nprovide information to test geophysical interpretations of \nthe subsurface structure and lithology and to provide hydrologic and geologic data on the shallow part of the geothermal \nsystem. Samples of the core were made available to several \ndivisions and branches of the Geological Survey and to \npeople and agencies outside the Survey. This report presents the basic data from the core holes that had been \ncollected to September 1, 1975, and includes lithologic and \ngeophysical well logs, chemical analyses of water (table 1), \nand laboratory analyses of cores (table 2) that were completed as of the above date. The data were collected by the \nIdaho District office, Hydrologic Laboratory, Borehole \nGeophysics Research Project, and Drilling, Sampling, and \nTesting Section, all of the Water Resources Division, and \nthe Branch of Central Environmental Geology of the Geologic \nDivison.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, ID","doi":"10.3133/ofr76665","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources","usgsCitation":"Crosthwaite, E.G., 1976, Basic data from five core holes in the Raft River geothermal area, Cassia County, Idaho: U.S. Geological Survey Open-File Report 76-665, 11 p., https://doi.org/10.3133/ofr76665.","productDescription":"11 p.","numberOfPages":"11","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":171160,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0665/report-thumb.jpg"},{"id":84953,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84954,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84955,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84956,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84957,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0665/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84958,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0665/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Idaho","county":"Cassia County","otherGeospatial":"Raft River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.675537,41.990119 ], [ -113.675537,42.454874 ], [ -113.125062,42.454874 ], [ -113.125062,41.990119 ], [ -113.675537,41.990119 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640c4f","contributors":{"authors":[{"text":"Crosthwaite, E. G. (compiler)","contributorId":25451,"corporation":false,"usgs":true,"family":"Crosthwaite","given":"E.","suffix":"(compiler)","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":237147,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26963,"text":"wri7538 - 1976 - Hydrologic characteristics of lagoons at San Juan, Puerto Rico, during a January 1974 tidal cycle","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri7538","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"75-38","title":"Hydrologic characteristics of lagoons at San Juan, Puerto Rico, during a January 1974 tidal cycle","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7538","usgsCitation":"Ellis, S.R., and Gómez-Gómez, F., 1976, Hydrologic characteristics of lagoons at San Juan, Puerto Rico, during a January 1974 tidal cycle: U.S. Geological Survey Water-Resources Investigations Report 75-38, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7538.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118994,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0038/report-thumb.jpg"},{"id":55849,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db61164d","contributors":{"authors":[{"text":"Ellis, Sherman R.","contributorId":41010,"corporation":false,"usgs":true,"family":"Ellis","given":"Sherman","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197325,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":197324,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38696,"text":"pp813H - 1976 - Summary appraisals of the nation's ground-water resources – Arkansas-White-Red region","interactions":[{"subject":{"id":7852,"text":"ofr75559 - 1975 - Summary appraisals of the nation's groundwater resources: Arkansas-White-Red region","indexId":"ofr75559","publicationYear":"1975","noYear":false,"title":"Summary appraisals of the nation's groundwater resources: Arkansas-White-Red region"},"predicate":"SUPERSEDED_BY","object":{"id":38696,"text":"pp813H - 1976 - Summary appraisals of the nation's ground-water resources – Arkansas-White-Red region","indexId":"pp813H","publicationYear":"1976","noYear":false,"chapter":"H","title":"Summary appraisals of the nation's ground-water resources – Arkansas-White-Red region"},"id":1}],"lastModifiedDate":"2021-12-14T21:16:32.492485","indexId":"pp813H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"813","chapter":"H","title":"Summary appraisals of the nation's ground-water resources – Arkansas-White-Red region","docAbstract":"<p>The Arkansas-White-Red Region, an area of265,000 square miles (6.86x10<sup>11&nbsp;</sup>square metres), is characterized by diversity in geography, climate, and geology and, in turn, by diversity in water resources and water problems. The western semiarid part of the region is water deficient, that is, potential evapotranspiration exceeds precipitation. The eastern, humid part has a surplus. Water use in the region in 1970 averaged 10 billion gallons per day (438 cubic metres per second), of which more than 65 percent was ground water. The largest use of ground water was for irrigation of crops, mostly in the water-deficient areas of Texas, Oklahoma, Kansas, and Colorado. Because of its ready availability and widespread occurrence, ground water is used throughout the region to supply municipal and rural water needs. The most productive aquifers, capable of yielding more than 50 gallons per minute (0.0032 cubic metres per second) to individual wells, are alluvium, carbonate. rocks, gypsum, and sandstone. Fresh water in storage in aquifers in the region is estimated to be 2 billion acre-feet (2.5x10<sup>12</sup> cubic metres). In addition, a large, unmeasured volume of saline water (containing more than 1,000 milligrams per litre of dissolved solids) underlies the fresh water at depths generally less than 500 feet (150 metres).</p>\n<p>The flow of water in each aquifer depends upon the physical and hydrologic characteristics of the aquifer, the climate, and the relation to, and the character of, adjacent rocks and streams. These factors also determine the effect of water-supply development or other man-induced stresses on the flow and the quality of water in the aquifers. Analog and digital models of aquifers can be used to evaluate stresses on aquifers and thereby provide water managers and planners with efficient tools for planning the development and continued use of aquifers.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813H","usgsCitation":"Bedinger, M.S., and Sniegocki, R., 1976, Summary appraisals of the nation's ground-water resources – Arkansas-White-Red region: U.S. Geological Survey Professional Paper 813, vi, 31 p., https://doi.org/10.3133/pp813H.","productDescription":"vi, 31 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":122583,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0813h/report-thumb.jpg"},{"id":65550,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813h/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":392887,"rank":3,"type":{"id":36,"text":"NGMDB 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,{"id":28071,"text":"wri7672 - 1976 - Hydrology of Lake County, Florida","interactions":[],"lastModifiedDate":"2019-07-17T13:42:04","indexId":"wri7672","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-72","title":"Hydrology of Lake County, Florida","docAbstract":"Lake County includes a 1,150 square-mile area consisting of ridges, uplands, and valleys in central-peninsular Florida. About 32 percent of the county is covered by lakes, swamps, and marshes. Water requirements in 1970 averaged about 54 million gallons per day. About 85 percent of the water was obtained from wells; about 15 percent from lakes. The Floridan aquifer supplies almost all the ground water used in Lake County. Annual recharge to the Floridan aquifer averages about 7 inches over the county; runoff average 8.5 inches. The quality of ground and surface water in Lake County is in general good enough for most uses; however, the poor quality of Floridan-aquifer water in the St. John River Valley probably results from the upward movement of saline water along a fault zone. Surface water in Lake County is usually less mineralized than ground water but is more turbid and colored. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7672","usgsCitation":"Knochenmus, D.D., and Hughes, G., 1976, Hydrology of Lake County, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-72, vi, 100 p. , https://doi.org/10.3133/wri7672.","productDescription":"vi, 100 p. 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,{"id":29031,"text":"wri764 - 1976 - Summary of some current and possible future environmental problems related to geology and hydrology at Memphis, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri764","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-4","title":"Summary of some current and possible future environmental problems related to geology and hydrology at Memphis, Tennessee","docAbstract":"This report summarizes information concerning many aspects of the geology and hydrology at Memphis, Tenn. It also outlines some of the current problems related to the local geology and hydrology or ones that may arise as a result of urbanization and industrialization of the area. The city is in the Coastal Plain physiographic province and is underlain at shallow depths by sand, clay, silt, gravel, and lignite. These post-Midway strata (Wilcox and younger) make up geologic units belonging to the uppermost Paleocene, Eocene, and Pliocene ( ) Series of the Tertiary System and to the Pleistocene and Holocene Series of the Quaternary System. Environmental problems of immediate or future concern are associated with six general topics: (1) aggregate resources, (2) foundation materials, (3) earthquake hazards, (4) flood hazards, (5) water resources, and (6) solid waste disposal. Consideration of these topics provide an overall insight into the close interrelation of the problems and the need for coordinated studies of the geology and hydrology at Memphis. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri764","usgsCitation":"Parks, W.S., and Lounsbury, R.W., 1976, Summary of some current and possible future environmental problems related to geology and hydrology at Memphis, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 76-4, iv, 34 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri764.","productDescription":"iv, 34 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":2305,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri76-0004","linkFileType":{"id":5,"text":"html"}},{"id":158884,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698788","contributors":{"authors":[{"text":"Parks, William Scott","contributorId":52148,"corporation":false,"usgs":true,"family":"Parks","given":"William","email":"","middleInitial":"Scott","affiliations":[],"preferred":false,"id":200826,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lounsbury, Richard W.","contributorId":99190,"corporation":false,"usgs":true,"family":"Lounsbury","given":"Richard","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200827,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28718,"text":"wri7557 - 1976 - Hydrologic effects of storms of June 24-28, 1974, in Lee and Collier Counties, Florida","interactions":[],"lastModifiedDate":"2019-07-16T09:12:37","indexId":"wri7557","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"75-57","title":"Hydrologic effects of storms of June 24-28, 1974, in Lee and Collier Counties, Florida","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7557","usgsCitation":"Miller, R.A., and Benson, M.A., 1976, Hydrologic effects of storms of June 24-28, 1974, in Lee and Collier Counties, Florida: U.S. Geological Survey Water-Resources Investigations Report 75-57, v, 30 p. , https://doi.org/10.3133/wri7557.","productDescription":"v, 30 p. ","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":159405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0057/report-thumb.jpg"},{"id":365569,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0057/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Collier County, Lee County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.452392578125,\n              25.61676284310854\n            ],\n            [\n              -80.82092285156249,\n              25.61676284310854\n            ],\n            [\n              -80.82092285156249,\n              27.147144835991796\n            ],\n            [\n              -82.452392578125,\n              27.147144835991796\n            ],\n            [\n              -82.452392578125,\n              25.61676284310854\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606f2c","contributors":{"authors":[{"text":"Miller, Robert A.","contributorId":52938,"corporation":false,"usgs":true,"family":"Miller","given":"Robert","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200283,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Benson, Manuel A.","contributorId":41405,"corporation":false,"usgs":true,"family":"Benson","given":"Manuel","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200282,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38666,"text":"pp1000 - 1976 - Geological Survey research 1976","interactions":[],"lastModifiedDate":"2025-08-22T19:33:54.177306","indexId":"pp1000","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1000","title":"Geological Survey research 1976","docAbstract":"<p>This U.S. Geological Survey activities report includes a summary of recent (1976 fiscal year) scientific and economic results accompanied by a list of geologic and hydrologic investigations in progress and a report on the status of topographic mapping. The summary of results includes: (1) Mineral resources, Water resources, (2) Engineering geology and hydrology, (3) Regional geology, (4) Principles and processes, (5) Laboratory and field methods, (6) Topographic surveys and mapping, (7) Management of resources on public lands, (8) Land information and analysis, and (9) Investigations in other countries. Also included are lists of cooperating agencies and Geological Survey offices.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1000","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Geological Survey research 1976: U.S. Geological Survey Professional Paper 1000, xi, 414 p., https://doi.org/10.3133/pp1000.","productDescription":"xi, 414 p.","costCenters":[],"links":[{"id":494569,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_92972.htm","text":"Fauna of Miocene age from the Topsy Formation, Alaska","linkFileType":{"id":5,"text":"html"}},{"id":123411,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1000/report-thumb.jpg"},{"id":65495,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1000/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":403858,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_92965.htm","text":"Correlations of basal Cambrian and Devonian sedimentary rocks, central and northern Arizona","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db68770b","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529869,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29315,"text":"wri76124 - 1976 - A hydrologic description of Keystone Lake near Tampa, Florida","interactions":[],"lastModifiedDate":"2019-08-05T10:59:34","indexId":"wri76124","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-124","title":"A hydrologic description of Keystone Lake near Tampa, Florida","docAbstract":"The terrain around Keystone Lake, a 388-acre lake in northwest Hillsborough County, Florida, near the Cosme well field, is dotted with sinks that promote leakage from the surficial aquifer to the underlying Floridan aquifer. The lake, an integral part of the Brooker Creek channel, receives overland runoff from cypress swamps, pastures, citrus groves, and lakefront residential areas. The lake, a composite of many coalescing sinkholes, is generally 14 to 16 ft deep and has been dredged in places to 23 ft deep. Since 1960, rainfall in the area shows a cumulative negative departure of 86 in. from the long-term average. The mean annual lake stage in 1973 was the lowest on record. Concurrently, municipal pumpage in the Cosme well field from the Floridan aquifer peaked in 1961 and again in 1973, and in 1972 the potentiometric surface was the lowest since 1960. Comparisons of the hydrographs of lake stage and the potentiometric surface in the Floridan aquifer with rainfall graphs shows that both correspond closely to seasonal rainfall, resulting in the trend of decreasing seasonal maximum levels in the lake and the aquifer. Keystone Lake water quality is adequate for recreation and propagation of wildlife. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri76124","usgsCitation":"Reichenbaugh, R., 1976, A hydrologic description of Keystone Lake near Tampa, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-124, 1 Plate: 36.99 x 26.10 inches, https://doi.org/10.3133/wri76124.","productDescription":"1 Plate: 36.99 x 26.10 inches","costCenters":[],"links":[{"id":159649,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0124/report-thumb.jpg"},{"id":366221,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0124/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Keystone Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.60242462158203,\n              28.11680506728557\n            ],\n            [\n              -82.57736206054688,\n              28.11680506728557\n            ],\n            [\n              -82.57736206054688,\n              28.14677874732146\n            ],\n            [\n              -82.60242462158203,\n              28.14677874732146\n            ],\n            [\n              -82.60242462158203,\n              28.11680506728557\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae407","contributors":{"authors":[{"text":"Reichenbaugh, R.C.","contributorId":24322,"corporation":false,"usgs":true,"family":"Reichenbaugh","given":"R.C.","affiliations":[],"preferred":false,"id":201333,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30654,"text":"wri7622 - 1976 - Geohydrology of the lowland lakes area, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2019-07-16T12:01:01","indexId":"wri7622","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-22","title":"Geohydrology of the lowland lakes area, Anchorage, Alaska","docAbstract":"Unconsolidated deposits, chiefly of glacial origin, make up the surficial geologic materials in the Anchorage lowland lakes area , the western part of the Anchorage glacial outwash plain. Postglacial accumulation of peat, commonly 5 to 10 feet thick, and the presence of ground water at or very near the surface combine to create the swamp-muskeg terrane of much of the area. Deeper, confined ground water is also present beneath thick silt and clay layers that underlie the surficial deposits. Domestic water supply for the lowland lakes area is provided largely by public-supply wells completed in the deep, confined aquifers. No large perennial streams traverse the area, thus streamflow is not a major parameter in the area 's natural water balance. The major uses of surface water are recreational, including fishing and boating at several of the larger lakes, and private and commercial aircraft operations at Hood-Spenard Lakes floatplane base. The hydrology and water balance of these lakes is complex. Water levels in some lakes appear to be closely related to adjacent ground-water levels. Other lakes are evidently perched above the local water table. The relation of lake level to adjacent ground-water level may vary along the shoreline of a single lake. The effect of residential development practices on lake basin water balance is not completely understood. At Sand Lake, the largest lake in this area of rapid urbanization, the water level has declined about 6 feet since the early 1960's. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7622","usgsCitation":"Zenone, C., 1976, Geohydrology of the lowland lakes area, Anchorage, Alaska: U.S. Geological Survey Water-Resources Investigations Report 76-22, 2 Plates: 27.49 x 28.65 inches and 27.31 x 28.52 inches, https://doi.org/10.3133/wri7622.","productDescription":"2 Plates: 27.49 x 28.65 inches and 27.31 x 28.52 inches","costCenters":[],"links":[{"id":159970,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0022/report-thumb.jpg"},{"id":365608,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0022/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365609,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0022/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","city":"Anchorage","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -149.93041992187497,\n              61.15383794909113\n            ],\n            [\n              -149.776611328125,\n              61.15383794909113\n            ],\n            [\n              -149.776611328125,\n              61.227957176677876\n            ],\n            [\n              -149.93041992187497,\n              61.227957176677876\n            ],\n            [\n              -149.93041992187497,\n              61.15383794909113\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a883e","contributors":{"authors":[{"text":"Zenone, Chester","contributorId":8094,"corporation":false,"usgs":true,"family":"Zenone","given":"Chester","email":"","affiliations":[],"preferred":false,"id":203612,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30477,"text":"wri76121 - 1976 - Effects of urbanization on flood characteristics in Nashville-Davidson County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri76121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-121","title":"Effects of urbanization on flood characteristics in Nashville-Davidson County, Tennessee","docAbstract":"Streamflow data from 14 basins in Davidson County, Tenn., were extended in time by use of a digital model of the hydrologic system. The basins ranged in size from 1.58 to 64.0 square miles and ranged in extent of manmade impervious cover from 3 to 37 percent. The flood-frequency characteristics were defined by weighting frequency curves based on simulated discharges with those based on observed discharges. The average record length of the three rain gages used in simulation was 72 years, and the average record length of observed discharges was 11 years. Discharges corresponding to 2-, 5-, 10-, 25-, 50-, 100-year floods from the modeled basins were compared with discharges from regional equations for estimating peak discharge rates from rural basins. Basin lag times of the urban basins were compared with those of nearby rural basins. The analyses indicated that in a fully-developed residential area, the flood peaks and the basin lag times will not be significantly different from those expected from an undeveloped area. Data were not sufficient to determine if an increase in flood peaks would occur from extremely small basins with extremely intensive development. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri76121","usgsCitation":"Wibben, H.C., 1976, Effects of urbanization on flood characteristics in Nashville-Davidson County, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 76-121, v, 33 p. :ill., map ;26 cm., https://doi.org/10.3133/wri76121.","productDescription":"v, 33 p. :ill., map ;26 cm.","costCenters":[],"links":[{"id":2410,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri76-0121/","linkFileType":{"id":5,"text":"html"}},{"id":124134,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_76_121.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c7cb","contributors":{"authors":[{"text":"Wibben, Herman C.","contributorId":95926,"corporation":false,"usgs":true,"family":"Wibben","given":"Herman","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203317,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28706,"text":"wri7558 - 1976 - Digital model for simulated effects of ground-water pumping in the Hueco Bolson, El Paso Area, Texas, New Mexico, and Mexico","interactions":[],"lastModifiedDate":"2024-01-09T22:49:21.642435","indexId":"wri7558","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"75-58","title":"Digital model for simulated effects of ground-water pumping in the Hueco Bolson, El Paso Area, Texas, New Mexico, and Mexico","docAbstract":"<p>The Hueco Bolson provides a substantial part of the municipal and industrial water supply of the El Paso area of Texas, New Mexico, and Mexico. Although the supply 6f fresh ground water in the bolson is large, about 10.6 million acre-feet (13,070 hm<sup>3</sup>) in 1973 in the Texas part of the bolson alone, the supply is being depleted.</p>\n<p>A two-layer digital model of the Hueco Bolson was developed to duplicate the historic changes in water levels and the predevelopment (1903) water surface, and'to predict the response of the hydrologic system to any plan of water development.</p>\n<p>The model study showed that a proposed plan of development for 1973-91, in which pumping would be increased by 29 percent in the Texas part of the bolson and by 34 percent in Ciudad Juarez, would cause additional waterlevel declines of as much as 45 feet (13.7 m) in the vicinity of El Paso and 70 feet (21.3 m) in Ciudad Juarez. The study also showed that nearly 60 percent of the water would come from storage in the water-table part of the bolson aquifer (model layer 2) and 28 percent from leakage from the alluvium (model layer 1). By the end of the period, 9.84 million acrefeet (12,133 hm<sup>3</sup>) of fresh water would be in storage in the Texas part of the bolson, as compared to 10.6 million acre-feet (13,070 hm<sup>3</sup>) in storage in 1973.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri7558","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the city of El Paso and the Texas Water Development Board","usgsCitation":"Meyer, W., 1976, Digital model for simulated effects of ground-water pumping in the Hueco Bolson, El Paso Area, Texas, New Mexico, and Mexico: U.S. Geological Survey Water-Resources Investigations Report 75-58, iv, 31 p., https://doi.org/10.3133/wri7558.","productDescription":"iv, 31 p.","numberOfPages":"36","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":424245,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_34489.htm","linkFileType":{"id":5,"text":"html"}},{"id":260333,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0058/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":260334,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0058/report-thumb.jpg"}],"country":"United States","state":"Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.5,\n              32.271\n            ],\n            [\n              -106.5,\n              31.499\n            ],\n            [\n              -106.167,\n              31.499\n            ],\n            [\n              -106.167,\n              32.271\n            ],\n            [\n              -106.5,\n              32.271\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d5ff","contributors":{"authors":[{"text":"Meyer, W.R.","contributorId":81141,"corporation":false,"usgs":true,"family":"Meyer","given":"W.R.","email":"","affiliations":[],"preferred":false,"id":200263,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27331,"text":"wri7677 - 1976 - Hydrologic effects of hypothetical earthquake-caused floods below Jackson Lake, northwestern Wyoming","interactions":[],"lastModifiedDate":"2019-07-17T09:41:18","indexId":"wri7677","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-77","title":"Hydrologic effects of hypothetical earthquake-caused floods below Jackson Lake, northwestern Wyoming","docAbstract":"Jackson Lake, located in Grand Teton National Park, Wyoming, is in an area of seismic instability. There is a possibility of flooding in the Snake River downstream from Jackson Lake Dam in the event of a severe earthquake. Hypothetical floods were routed 38 miles (61 kilometers) downstream from the dam for three cases: (1) Instantaneous destruction of the dam outlet structure, (2) instantaneous destruction of the entire dam, and (3) for waves overtopping the dam without failure of the dam. In each case, a full reservoir was assumed. Hydrographs for outflow from the reservoir for the two cases of dam failure were developed utilizing an accelerated discharge due to the travel of a negative wave through the reservoir, and Muskingum storage routing. For the case of waves overtopping the dam, a 10-foot (3-meter) wave was assumed to be propagated from the upstream end of the reservori. A multiple-linearization technique was used to route the flow through the reach. The model was calibrated from U.S. Geological Survey streamflow records. Most extensive flooding and largest water velocities would occur if the entire dam were destroyed; floods for the other two cases were smaller. An inundation map was prepared from channel conveyance curves and profiles of the water surface. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7677","usgsCitation":"Glass, W.R., Keefer, T., and Rankl, J., 1976, Hydrologic effects of hypothetical earthquake-caused floods below Jackson Lake, northwestern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 76-77, Report: iv, 32 p.; 1 Plate: 32.04 x 49.21 inches, https://doi.org/10.3133/wri7677.","productDescription":"Report: iv, 32 p.; 1 Plate: 32.04 x 49.21 inches","costCenters":[],"links":[{"id":365652,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0077/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158892,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0077/report-thumb.jpg"},{"id":365651,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0077/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","otherGeospatial":"Jackson Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.77789306640625,\n              43.8008364060122\n            ],\n            [\n              -110.5389404296875,\n              43.8008364060122\n            ],\n            [\n              -110.5389404296875,\n              44.03232064275081\n            ],\n            [\n              -110.77789306640625,\n              44.03232064275081\n            ],\n            [\n              -110.77789306640625,\n              43.8008364060122\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606f9b","contributors":{"authors":[{"text":"Glass, W. R.","contributorId":97535,"corporation":false,"usgs":true,"family":"Glass","given":"W.","middleInitial":"R.","affiliations":[],"preferred":false,"id":197929,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Keefer, T.N.","contributorId":97943,"corporation":false,"usgs":true,"family":"Keefer","given":"T.N.","email":"","affiliations":[],"preferred":false,"id":197930,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rankl, J.G.","contributorId":107733,"corporation":false,"usgs":true,"family":"Rankl","given":"J.G.","affiliations":[],"preferred":false,"id":197931,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29515,"text":"wri76127 - 1976 - Hydrologic reconnaissance of the geothermal area near Klamath Falls, Oregon","interactions":[],"lastModifiedDate":"2016-10-21T10:29:17","indexId":"wri76127","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-127","title":"Hydrologic reconnaissance of the geothermal area near Klamath Falls, Oregon","docAbstract":"<p>Geothermal phenomena observed in the vicinity of Klamath Falls include hot springs with temperatures that approach 204°F (96 o C) (the approximate boiling temperature for the altitude), steam and water wells with temperatures that exceed 212°F (100°C), and hundreds of warm-water wells with temperatures mostly ranging from 68° to 95°F (20° to 35°C). Although warm waters are encountered by wells throughout much of the 350 square miles (900 square kilometers) of the area studied, waters with temperatures exceeding 140°F (60°C) are confined to three relatively restricted areas, the northeast part of the City of Klamath Falls, Olene Gap, and the southwest flank of the Klamath Hills.</p><p>The hot waters are located near, and are presumably related to, major fault and fracture zones of the Basin and Range type. The displaced crustal blocks are composed of basaltic flow rocks and pyroclastics of Miocene to Pleistocene age, and of sediments and basalt flows of the Yonna Formation of Pliocene age. Dip-slip movement along the high-angle faults may be as much as 6,000 feet (1,800 meters) at places.</p><p>Shallow ground water of local meteoric origin moves through the upper 1,000 to 1,500 feet (300 to 450 meters) of sediments and volcanic rocks at relatively slow rates. A small amount of ground water, perhaps 100,000 acre feet (1.2 x 10<sup>8</sup> cubic meters) per year, leaves the area in flow toward the southwest, but much of the ground water is discharged as evapotranspiration within the basin. Average annual precipitation on 7,317 square miles (18,951 square kilometers) of land surface near Klamath Falls is estimated to be 18.16 inches (461 millimeters), of which between 12 and 14 inches (305 and 356 millimeters) is estimated to be lost through evapotranspiration.</p><p>Within the older basaltic rocks of the area, hydraulic conductivities are greater than in the shallow sediments, and ground water may move relatively freely parallel to the northwest-southeast structural trend. Recharge to the geothermal systems probably occurs as water, in the deeper basalt rocks, penetrating downward along the extensive fracture zones that transect the area.</p><p>Shallow meteoric water that is assumed to be the source of the thermal waters has low dissolved-solids concentrations generally dominated by calcium and bicarbonate. During its passage through the geothermal reservoir, the water gains dissolved solids in amounts up to about 900 milligrams per liter. Sodium and sulfate become the dominant ions. Chloride concentrations remain relatively low, and silica concentrations increase from an average of about 35 milligrams per liter to about 100 milligrams per liter.</p><p>Both cation ratios and silica concentrations in the hot waters indicate that reservoir temperatures are relatively low. The estimate arrived at in this study for the minimum reservoir temperature is 130°C. Silica concentrations are probably more reliable than cation ratios for estimates of reservoir temperatures for these waters. Other chemical indicators, including oxygen and deuterium isotopes, are consistent in indicating that reservoir temperatures are probably not much greater than the minimum estimate.</p><p>Temperature distributions and heat flows in the shallow rocks of the area are strongly influenced by convective flow of water. Most observed temperature gradients and estimated heat flows are believed to be unreliable as indicators of conditions in or directly above the thermal reservoir. Some evidence from temperature profiles suggests, however, that heat flow in the Lower Klamath Lake basin is about 1.4 microcalories per square centimeter per second (1.4 HFU), a value that is near the minimum expected for the Basin and Range province.</p><p>The net thermal flux discharged from springs and wells in the area is estimated to be on the order of 2 x 10<sup>6</sup> calories per second. Discharge by thermal waters into the shallow ground-water system beneath land surface may be many times this amount. Reportedly, at present only about 1,300 calories per second of geothermal heat is being put to beneficial use in the area.</p><p>A conceptual model of the geothermal system at Klamath Falls suggests that most of the observed phenomena result from transport of heat in a convective hot-water system closely related to the regional fault system. Temperatures at shallow depths are elevated above normal both by convective transport and by blockage of heat flow in sediments of low thermal conductivities. Circulation of meteoric water to depths of 10,000 to 14,000 feet (3,000 to 4,300 meters) could account for the temperatures that probably exist in the thermal reservoir, assuming temperature gradients of 30° to 40°C per kilometer in a crustal zone of normal conductive heat flow. Circulation to shallower depths may be sufficient to warm the water to the required temperatures assuming the more likely conditions of convective transport of heat and the insulating effect of overlying sediments.</p><p>Heat contents in the shallow hot-water system (&lt;3 kilometers depth) are probably in the range 12 x 10<sup>18</sup> calories to 36 x 10<sup>18</sup> calories. The geothermal resource at Klamath Falls may, therefore, be one of the largest in the United States.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Menlo Park, CA","doi":"10.3133/wri76127","usgsCitation":"Sammel, E., and Peterson, D.L., 1976, Hydrologic reconnaissance of the geothermal area near Klamath Falls, Oregon: U.S. Geological Survey Water-Resources Investigations Report 76-127, x, 129 p., https://doi.org/10.3133/wri76127.","productDescription":"x, 129 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":159733,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri76127.JPG"},{"id":330292,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0127/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","otherGeospatial":"Klamath Falls","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122,\n              42.5\n            ],\n            [\n              -122,\n              42\n            ],\n            [\n              -121.5,\n              42\n            ],\n            [\n              -121.5,\n              42.5\n            ],\n            [\n              -122,\n              42.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605415","contributors":{"authors":[{"text":"Sammel, E.A.","contributorId":59480,"corporation":false,"usgs":true,"family":"Sammel","given":"E.A.","affiliations":[],"preferred":false,"id":201646,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peterson, D. 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