With development of the coal resources of the Powder River Basin of Wyoming and Montana the demand for water will increase greatly. The study upon which this report is based was designed to make a preliminary evaluation of the available geo-hydrologic data for the Madison Group, which is an extensive aquifer underlying the Powder River Basin. Large yields from a few wells tapping the Madison indicate that the aquifer possibly could be utilized as one source of water for development of the coal resources of the area.
\nDomestic and stock-water supplies have been developed for sandstone and coal aquifers at shallow depths in the basin, but these aquifers do not appear to be capable of supplying the large amounts of water require for coal development without endangering existing water supplies.
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","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":68191,"text":"ha576 - 1976 - Teton Dam flood of June 1976, Woodville quadrangle, Idaho","interactions":[],"lastModifiedDate":"2013-11-12T14:16:24","indexId":"ha576","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"576","title":"Teton Dam flood of June 1976, Woodville quadrangle, Idaho","docAbstract":"The failure of the Teton Dam caused extreme flooding along the Teton River, Henrys Fork, and Snake River in southeastern Idaho on June 5-8, 1976. No flooding occurred downstream from American Falls Reservoir. The inundated areas and maximum water-surface elevations are shown in a series of 17 hydrologic atlases. The area covered by the atlases extends from Teton Dam downstream to American Falls Reservoir, a distance of 100 miles. The extent of flooding shown on the maps was obtained by field inspections and aerial photographs made during and immediately after the flood. There may be small isolated areas within the boundaries shown that were not flooded, but the identification of these sites was beyond the scope of the study. The elevation data shown are mean-sea-level elevations of high-water marks identified in the field. This particular map (in the 17-map series) shows conditions in the Woodville quadrangle. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha576","usgsCitation":"Matthai, H.F., and Ray, H.A., 1976, Teton Dam flood of June 1976, Woodville quadrangle, Idaho: U.S. Geological Survey Hydrologic Atlas 576, 1 Plate: 21.00 x 27.00 inches, https://doi.org/10.3133/ha576.","productDescription":"1 Plate: 21.00 x 27.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":185566,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89519,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/576/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Polyconic projection","datum":"1927 North American Datum","country":"United States","state":"Idaho","otherGeospatial":"Woodville Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.25,43.375 ], [ -112.25,43.5 ], [ -112.125,43.5 ], [ -112.125,43.375 ], [ -112.25,43.375 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d7c","contributors":{"authors":[{"text":"Matthai, Howard F.","contributorId":106491,"corporation":false,"usgs":true,"family":"Matthai","given":"Howard","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":277812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ray, Herman A.","contributorId":106199,"corporation":false,"usgs":true,"family":"Ray","given":"Herman","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277811,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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":29736,"text":"wri7536 - 1976 - Flood hydrology of Butte Basin, 1973 and 1974 water years, Sacramento Valley, California: A progress report","interactions":[],"lastModifiedDate":"2019-07-16T09:00:57","indexId":"wri7536","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":"75-36","title":"Flood hydrology of Butte Basin, 1973 and 1974 water years, Sacramento Valley, California: A progress report","docAbstract":"No abstract available.
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Minnesota"},"id":1}],"lastModifiedDate":"2022-10-26T16:35:38.339594","indexId":"ha551","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"551","title":"Water resources of the Little Fork River watershed, northeastern Minnesota","docAbstract":"The Little Fork River watershed is one of 39 watershed units designated by the Minnesota Department of Natural Resources for evaluation of the State 's water resources. Included is an appraisal of the occurrence, quantity, quality, and availability of ground and surface waters. Water resources are not intensively developed anywhere in the watershed. Essentially all water used is withdrawn from ground-water sources, mainly glacial drift, which ranges from 0 to over 200 feet (61 meters) in thickness. Buried sand and gravel in the drift is the most favorable source for development. Most ground water is of the calcium or calcium magnesium bicarbonate type. The degree of mineralization generally increases downgradient in the flow system. Ground water is commonly very hard and high in iron and manganese. Lakes and wetlands have a natural regulating effect on streamflow. Water in streams is of the calcium bicarbonate type. The amount of mineralization reflects surficial geology, being greatest in streams draining glacial-lake sediments and least in streams draining areas of sand lakes. Color and iron concentration in stream waters generally exceed recommended domestic consumption limits.
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Maine","interactions":[],"lastModifiedDate":"2022-04-13T18:15:10.746187","indexId":"ha561","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"561","title":"Ground water favorability and surficial geology of the Portland area, Maine","docAbstract":"This hydrologic atlas describes the surficial geology and groundwater resources of about 240 square miles in Cumberland County, Maine. The most productive aquifers are outwash and ice-contact deposits. Their locations and the most favorable areas for obtaining large yields from them are indicated on the map. The largest reported yield from a well in unconsolidated deposits is 100 gpm, but it is likely that in places as much as 500 gpm can be obtained from properly located and developed wells. Ground water is available to drilled wells in bedrock in sufficient quantity for domestic use. The average yield from bedrock wells is 11 gpm, the median yield is 5 gpm, and the maximum reported yield is 150 gpm. The quality of the water is generally good, although brackish or salty water is obtained by some wells on the coast. 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Jersey Coastal Plain","docAbstract":"The Potomac Group and the Raritan and Magothy Formations of late Early to early Late Cretaceous age form an aquifer system consisting chiefly of interlayered beds of quartz sand, silt, and clay. The aquifer system is the most heavily pumped in New Jersey and contains fresh water over an area of about 2,500 sq mi. This atlas illustrates some of the geohydrologic information available for the aquifer system and its confining units. The maps show the configuration of the bedrock surface and the altitude of the top of the confining unit above the aquifer system. Also included are maps depicting the altitude of the top of the aquifer system, three time-related potentiometric surface configurations, and three head declines of the aquifer system. The area represented by these maps lies within the Coastal Plain physiographic province (Fenneman, 1938) and is almost entirely within New Jersey. The area is a low lying, gently rolling plain that ranges in altitude from sea level to about 390 ft. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha557","usgsCitation":"Gill, H.E., and Farlekas, G.M., 1976, Geohydrologic maps of the Potomac-Raritan-Magothy aquifer system in the New Jersey Coastal Plain: U.S. Geological Survey Hydrologic Atlas 557, 2 Plates: 39.00 × 46.00 inches and 38.50 × 46.00 inches, https://doi.org/10.3133/ha557.","productDescription":"2 Plates: 39.00 × 46.00 inches and 38.50 × 46.00 inches","costCenters":[],"links":[{"id":185542,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":405623,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15947.htm","linkFileType":{"id":5,"text":"html"}},{"id":89873,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/557/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89874,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/557/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"New Jersey","otherGeospatial":"Coastal Plain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.574951171875,\n 38.955137225429574\n ],\n [\n -73.916015625,\n 38.955137225429574\n ],\n [\n -73.916015625,\n 40.451127265872316\n ],\n [\n -75.574951171875,\n 40.451127265872316\n ],\n [\n -75.574951171875,\n 38.955137225429574\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8e45","contributors":{"authors":[{"text":"Gill, Harold E.","contributorId":91566,"corporation":false,"usgs":true,"family":"Gill","given":"Harold","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":278119,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Farlekas, George M.","contributorId":44963,"corporation":false,"usgs":true,"family":"Farlekas","given":"George","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":278118,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":69542,"text":"hu34 - 1976 - Hydrologic Unit Map-1974, State of North Dakota","interactions":[],"lastModifiedDate":"2023-12-19T21:35:38.898649","indexId":"hu34","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"34","subseriesTitle":"North Dakota 1974","title":"Hydrologic Unit Map-1974, State of North Dakota","docAbstract":"No abstract available.
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Dakota\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614305","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":534632,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68434,"text":"ha556 - 1976 - Water resources of the Rainy Lake watershed, northeastern Minnesota","interactions":[{"subject":{"id":44066,"text":"ofr754 - 1975 - Water resources of the Rainy Lake watershed, northeastern Minnesota","indexId":"ofr754","publicationYear":"1975","noYear":false,"title":"Water resources of the Rainy Lake watershed, northeastern Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":68434,"text":"ha556 - 1976 - Water resources of the Rainy Lake watershed, northeastern Minnesota","indexId":"ha556","publicationYear":"1976","noYear":false,"title":"Water resources of the Rainy Lake watershed, northeastern Minnesota"},"id":1}],"lastModifiedDate":"2016-05-09T09:08:50","indexId":"ha556","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"556","title":"Water resources of the Rainy Lake watershed, northeastern Minnesota","docAbstract":"The watershed includes 1,481 lakes that are 10 acres (4 square hectometers) or larger (Minnesota Division of Waters, Soils, and Minerals, 1968). The area of these lakes total about 435,000 acres (176,000 hm2) or 15 percent of the watershed. Most of the lakes are smaller than 250 acres (101 hm2) (graph); data pertaining to selected large lakes are given in the table below.
\nMore than 60 percent of the lakes larger than 10 acres (4 hm2) are in the BWCA. The primitive character of the BWCA is maintained in accordance with the Wilderness Act of September 3, 1964. Most lakes not in the BWCA were assigned a Public Waters Classification by the Minnesota Department of Natural Resources, based upon the suitability of the lake for future shoreland development (unpublished data from the Minnesota Department of Natural Resources). “Natural environment” is most restrictive and “general development” least restrictive with respect to development standards. About 80 percent of lakes classified in the watershed have been designated “natural environment.”
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ha556","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources, Division of Waters, Soils, and Minerals","usgsCitation":"Ericson, D.W., Lindholm, G.F., and Helgesen, J.O., 1976, Water resources of the Rainy Lake watershed, northeastern Minnesota: U.S. Geological Survey Hydrologic Atlas 556, 2 Plates: 55.73 x 34.50 inches, https://doi.org/10.3133/ha556.","productDescription":"2 Plates: 55.73 x 34.50 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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F.","contributorId":18374,"corporation":false,"usgs":true,"family":"Lindholm","given":"Gerald","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":278204,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Helgesen, John O.","contributorId":101630,"corporation":false,"usgs":true,"family":"Helgesen","given":"John","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":278206,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68296,"text":"ha581 - 1976 - Teton Dam flood of June 1976, Pingree quadrangle, Idaho","interactions":[],"lastModifiedDate":"2013-11-12T14:41:37","indexId":"ha581","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"581","title":"Teton Dam flood of June 1976, Pingree quadrangle, Idaho","docAbstract":"The failure of the Teton Dam caused extreme flooding along the Teton River, Henrys Fork, and Snake River in southeastern Idaho on June 5-8, 1976. No flooding occurred downstream from American Falls Reservoir. The inundated areas and maximum water-surface elevations are shown in a series of 17 hydrologic atlases. The area covered by the atlases extends from Teton Dam downstream to American Falls Reservoir, a distance of 100 miles. The extent of flooding shown on the maps was obtained by field inspections and aerial photographs made during and immediately after the flood. There may be small isolated areas within the boundaries shown that were not flooded, but the identification of these sites was beyond the scope of the study. The elevation data shown are mean-sea-level elevations of high-water marks identified in the field. This particular map (in the 17-map series) shows conditions in the Pingree quadrangle. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha581","usgsCitation":"Hubbard, L.L., and Bartells, J.H., 1976, Teton Dam flood of June 1976, Pingree quadrangle, Idaho: U.S. Geological Survey Hydrologic Atlas 581, 1 Plate: 21.00 x 27.00 inches, https://doi.org/10.3133/ha581.","productDescription":"1 Plate: 21.00 x 27.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":186222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89723,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/581/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Polyconic projection","datum":"1927 North American Datum","country":"United States","state":"Idaho","otherGeospatial":"Pingree Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.625,43.0 ], [ -112.625,43.125 ], [ -112.5,43.125 ], [ -112.5,43.0 ], [ -112.625,43.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683c78","contributors":{"authors":[{"text":"Hubbard, Larry L.","contributorId":91492,"corporation":false,"usgs":true,"family":"Hubbard","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":277983,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bartells, John H.","contributorId":54240,"corporation":false,"usgs":true,"family":"Bartells","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277982,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11371,"text":"ofr76580 - 1976 - Water resources of Dinosaur National Monument, Colorado and Utah","interactions":[],"lastModifiedDate":"2017-09-03T13:33:22","indexId":"ofr76580","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":"76-580","title":"Water resources of Dinosaur National Monument, Colorado and Utah","docAbstract":"Dinosaur National Monument, partly in the Rocky Mountain System and partly in the Colorado Plateaus physiographic province, covers an area of 322 square miles (834 square kilometres) in northwestern Colorado and northeastern Utah. The climate is generally cool and pleasant in May, early June, September, and October; winters are cold. Normal annual precipitation ranges from less than 8 to more than 16 inches (203 to 406 millimetres).
Geologic formations in the monument range in age from upper Precambrian to Holocene, but not all ages are represented. The monument is on the south limb of the east-trending regional fold representing the Uinta Mountains. Faults and subsidary folds on the south slope of the Uinta Mountains complicate the geology and hydrology of the area.
None of the surface streams in the monument are diverted for public supply, but the Green and Yampa Rivers are a recreational resource for boaters. The flow of the Green River is regulated by Flaming Gorge Reservoir; however, flood potentials are estimated for the Yampa River and three smaller streams. Facilities in the monument are not endangered by probable mean annual floods, but may sustain some damage to facilities by the 25- or 50-year floods.
Major aquifers in the monument are sandstone and limestone formations, but these formations are drained in the higher areas. Alluvium along the major stream channels yields small amounts of water to wells, but some of the water is not of suitable chemical quality for public supply. All public water supplies in 1971 were obtained from wells, and the use of water during 1970 was estimated to be 15 million gallons (46 acre-feet or 0.057 cubic hectometres). Most of the ground water obtained from sandstone and limestone is of suitable chemical quality for public supply.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr76580","usgsCitation":"Sumsion, C.T., 1976, Water resources of Dinosaur National Monument, Colorado and Utah: U.S. Geological Survey Open-File Report 76-580, Report: 68 p.; 3 Plates: 48.25 in. x. 27.49 in. or smaller, https://doi.org/10.3133/ofr76580.","productDescription":"Report: 68 p.; 3 Plates: 48.25 in. x. 27.49 in. or smaller","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":143158,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0580/report-thumb.jpg"},{"id":39195,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0580/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Topographic map of the Dinosaur National Monument, Colorado-Utah"},{"id":39196,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0580/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39197,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0580/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39198,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0580/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"Dinosaur National Monument","publicComments":"Prepared for the U.S. National Park Service","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601a2c","contributors":{"authors":[{"text":"Sumsion, C. T.","contributorId":23129,"corporation":false,"usgs":true,"family":"Sumsion","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":163018,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9629,"text":"ofr76268 - 1976 - Hydrology of a nuclear-processing plant site, Rocky Flats, Jefferson County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:19","indexId":"ofr76268","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":"76-268","title":"Hydrology of a nuclear-processing plant site, Rocky Flats, Jefferson County, Colorado","docAbstract":"Accidental releases of contaminants resulting from the operation of the U.S. Energy Research and Development Administration's nuclear-processing and recovery plant located on Rocky Flats will move at different rates through -different parts of the hydrologic system. Rates of movement are dependent upon the magnitude of the accidental release and the hydrologic conditions at the time of the release. For example, during wet periods, a contaminant resulting from a 5,000-gallon (19,000-1itre) release on the land surface would enter the ground-water system in about 2 to 12 hours. Ground-water flow in the Rocky Flats Alluvium might move the contaminant eastward at a rate of about 3 to 11 feet (0.9 to 3.4 metres) per day, if it remains dissolved. Maximum time to a point of discharge would be about 3 years; minimum time could be a few days. A contaminant entering a stream would then move at a rate of about 60 feet (18 metres) per minute under pool-and-riffle conditions. The rate of movement might be about 420 feet (128 metres) per minute under open-channel-flow conditions following intense thunderstorms.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76268","usgsCitation":"Hurr, R.T., 1976, Hydrology of a nuclear-processing plant site, Rocky Flats, Jefferson County, Colorado: U.S. Geological Survey Open-File Report 76-268, 77 leaves :ill., maps (2 fold. in envelope) ;29 cm.; (137 p., scale 1:24,000 - PGS), https://doi.org/10.3133/ofr76268.","productDescription":"77 leaves :ill., maps (2 fold. in envelope) ;29 cm.; (137 p., scale 1:24,000 - PGS)","costCenters":[],"links":[{"id":142937,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0268/report-thumb.jpg"},{"id":37357,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0268/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37358,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0268/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37359,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0268/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37360,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0268/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db60435a","contributors":{"authors":[{"text":"Hurr, R. Theodore","contributorId":27023,"corporation":false,"usgs":true,"family":"Hurr","given":"R.","email":"","middleInitial":"Theodore","affiliations":[],"preferred":false,"id":160017,"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":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":14411,"text":"ofr76316 - 1976 - Economic worth of hydrologic data in project design: An application to regional energy development","interactions":[],"lastModifiedDate":"2018-11-01T08:44:08","indexId":"ofr76316","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":"76-316","title":"Economic worth of hydrologic data in project design: An application to regional energy development","docAbstract":"The linkage between the benefits to a regional economy from a water-dependent industry and the statistical uncertainty of the water supply that is needed in the production process is analyzed using a Bayesian scheme of expected-expected benefits of hydrologic data. In this analysis, expected benefits are calculated using anticipated streamflow data and these benefits are averaged over all possible data values. The increase in these average expected benefits is subsequently compared to the costs of obtaining the data and benefits foregone by delaying the project to collect the data. Thus, the value of collecting the data may be determined.
A Leontief type production function is assumed for an oil shale retorting plant. The economic impact of hydrologic uncertainty is investigated by examining potential changes in plant output along with changes in regional incomes which are calculated by means of a regional input-output model. Alternatives for reducing the uncertainty included establishing water discharge measuring stations, transferring streamflow information from one site to another via regionalization, and a combination of both. Given a specific alternative, the optimum time period for data collection was found. Regionalization considered statistical properties of network designs based on simulated regression analysis.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76316","usgsCitation":"Karlinger, M., 1976, Economic worth of hydrologic data in project design: An application to regional energy development: U.S. Geological Survey Open-File Report 76-316, ix, 63 p., https://doi.org/10.3133/ofr76316.","productDescription":"ix, 63 p.","costCenters":[],"links":[{"id":359039,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0316/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147681,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0316/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625a53","contributors":{"authors":[{"text":"Karlinger, M.R.","contributorId":95039,"corporation":false,"usgs":true,"family":"Karlinger","given":"M.R.","affiliations":[],"preferred":false,"id":169410,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9559,"text":"ofr76771 - 1976 - Hydrologic evaluation of the Upper Duchesne River Valley, Northern Uinta Basin area, Utah","interactions":[{"subject":{"id":9559,"text":"ofr76771 - 1976 - Hydrologic evaluation of the Upper Duchesne River Valley, Northern Uinta Basin area, Utah","indexId":"ofr76771","publicationYear":"1976","noYear":false,"title":"Hydrologic evaluation of the Upper Duchesne River Valley, Northern Uinta Basin area, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":70043932,"text":"70043932 - 1977 - Hydrologic evaluation of the upper Duchesne River Valley, northern Uinta Basin area, Utah","indexId":"70043932","publicationYear":"1977","noYear":false,"title":"Hydrologic evaluation of the upper Duchesne River Valley, northern Uinta Basin area, Utah"},"id":1}],"supersededBy":{"id":70043932,"text":"70043932 - 1977 - Hydrologic evaluation of the upper Duchesne River Valley, northern Uinta Basin area, Utah","indexId":"70043932","publicationYear":"1977","noYear":false,"title":"Hydrologic evaluation of the upper Duchesne River Valley, northern Uinta Basin area, Utah"},"lastModifiedDate":"2024-02-16T20:28:43.631084","indexId":"ofr76771","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":"76-771","title":"Hydrologic evaluation of the Upper Duchesne River Valley, Northern Uinta Basin area, Utah","docAbstract":"The upper Duchesne River valley was studied during 1971-74 as part of an investigation of the northern Uinta Basin area, Utah and Colorado. The purpose of the study was to determine the relation of ground water to surface water, to estimate the quantity of ground water that moves to the Duchesne River, and to assess the probable effect of increased ground-water withdrawal on streamflow.
The primary source of water for the study area is precipitation on the highlands adjacent to and north of the area and on the valley itself. Discharge from the area is mainly by flow in the Duchesne River. Adjacent to and within the valley, ground water and surface water are intimately related, and they can interchange in several ways due to both natural and manmade conditions.
Aquifers in the upper Duchesne River valley range from Paleozoic to Quaternary in age. The consolidated aquifers receive recharge from highland precipitation and streamflow, and probably from interformational transfer of water. The consolidated rocks discharge water through springs and by interformational transfer of water to the valley fill of Quaternary age.
The valley fill, which is composed mainly of outwash and related glacial debris, constitutes the main ground-water reservoir in the valley. The fill is, in general, highly permeable and transmits water rapidly. It is recharged by a small amount of underflow beneath the Duchesne River and its tributaries, by intermittent precipitation directly on the fill, by interformational movement of ground water from the adjacent consolidated rocks, and by seepage of surface water from streams, canals, and irrigated fields. The ground water in the fill is unconfined. The volume of ground water stored in the fill and theoretically available by gravity drainage is a minimum of 40,000 acre-feet (50 cubic hectometres); this volume fluctuates by a maximum of 10 percent annually.
Ground water is discharged from the valley fill by wells and springs, by evapotranspiration, and by seepage into the Duchesne River. The discharge from wells and springs used for domestic, stock, public, and irrigation purposes in 1974 was about 2 cubic feet per second (0.06 cubic metres per second). The discharge by evapotranspiration was about 4 cubic feet per second (0.1 cubic metre per second). Discharge of ground water by seepage to the Duchesne River was about 39 cubic feet per second (1.1 cubic metres per second).
Most ground water, except in parts of the Uinta Formation, and all the surface water sampled in the study area, was fresh.
Because of the high permeability of the valley fill and because unconsumed ground water discharges to the Duchesne River, it can be concluded that lowering ground-water levels by large withdrawals of ground water in the upper Duchesne River valley ultimately would diminish the baseflow of the Duchesne River by about the amount of ground water with-drawn minus the amount salvaged from evapotranspiration.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76771","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Hood, J.W., 1976, Hydrologic evaluation of the Upper Duchesne River Valley, Northern Uinta Basin area, Utah: U.S. Geological Survey Open-File Report 76-771, Report: 51 p.; 3 Plates: 20.72 x 17.94 inches or smaller, https://doi.org/10.3133/ofr76771.","productDescription":"Report: 51 p.; 3 Plates: 20.72 x 17.94 inches or smaller","costCenters":[],"links":[{"id":425757,"rank":5,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0771/figure-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":425756,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0771/figure-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":425755,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1976/0771/figure-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":425754,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0771/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141897,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0771/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"northern Uinta Basin area, Upper Duchesne River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -111.07154298066295,\n 40.613633416605694\n ],\n [\n -111.07154298066295,\n 40.09912664272554\n ],\n [\n -110.32201356783139,\n 40.09912664272554\n ],\n [\n -110.32201356783139,\n 40.613633416605694\n ],\n [\n -111.07154298066295,\n 40.613633416605694\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606af0","contributors":{"authors":[{"text":"Hood, James W.","contributorId":66115,"corporation":false,"usgs":true,"family":"Hood","given":"James","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":159889,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","interactions":[{"subject":{"id":15597,"text":"ofr7526 - 1975 - Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","indexId":"ofr7526","publicationYear":"1975","noYear":false,"title":"Hydrology and sedimentation of Bixler Run basin, central Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","indexId":"wsp1798N","publicationYear":"1976","noYear":false,"chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania"},"id":1}],"lastModifiedDate":"2017-06-19T14:06:02","indexId":"wsp1798N","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1798","chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","docAbstract":"Rainfall, streamflow, stream chemical, and sediment discharge data were collected from Bixler Run near Loysville, Pa., during the period from February 1954 to September 1969 as part of a project to evaluate sediment discharge from an agricultural area in which soil-conservation techniques were being adopted at a moderate rate. The study was conducted by the U.S. Geological Survey in cooperation with the Pennsylvania Department of Environmental Resources, State Conservation Commission. \r\n\r\nSediment yields from the basin averaged 64 tons per square mile (22 tonnes per square kilometre) per year, approximately 25 percent less than yields from the surrounding area. The relation between water discharge and suspended-sediment discharge remained constant during the study. Suspended-sediment concentrations in the streamflow were less than 10 milligrams per litre 70 percent of the time. The concentration of chloride ions in the streamflow increased from 1959 to 1969. Ground water maintained flows at the gaging location at a rate of 1.9 cubic feet per second (0.054 cubic metres per second) during the period of data collection.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1798N","usgsCitation":"Reed, L.A., 1976, Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania: U.S. Geological Survey Water Supply Paper 1798, v, 20 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1798N.","productDescription":"v, 20 p. :ill., maps ;24 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":28852,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798n/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798n/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605056","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":145428,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9372,"text":"ofr76818 - 1976 - Hydrologic and geologic data for water management in Huntsville, Madison County, 1974-75","interactions":[],"lastModifiedDate":"2012-02-02T00:06:06","indexId":"ofr76818","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":"76-818","title":"Hydrologic and geologic data for water management in Huntsville, Madison County, 1974-75","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76818","usgsCitation":"Harris, W.F., and Warren, W.M., 1976, Hydrologic and geologic data for water management in Huntsville, Madison County, 1974-75: U.S. Geological Survey Open-File Report 76-818, iv, 69 leaves :ill. (some fold.) ;31 cm.; (82 p. - PGS), https://doi.org/10.3133/ofr76818.","productDescription":"iv, 69 leaves :ill. (some fold.) ;31 cm.; (82 p. - PGS)","costCenters":[],"links":[{"id":141435,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611848","contributors":{"authors":[{"text":"Harris, Wiley F.","contributorId":86767,"corporation":false,"usgs":true,"family":"Harris","given":"Wiley","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":159565,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Warren, William M.","contributorId":85963,"corporation":false,"usgs":true,"family":"Warren","given":"William","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":159564,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9036,"text":"ofr76549 - 1976 - Hydrologic studies of the U.S. Geological Survey related to coal development on Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr76549","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":"76-549","title":"Hydrologic studies of the U.S. Geological Survey related to coal development on Colorado","docAbstract":"This report summarizes the hydrologic studies related to coal development being conducted by the U.S. Geological Survey in the State of Colorado. The objective of the hydrologic data-acquisition program is to collect surface-water quality and quantity data and ground-water level records. These data are needed to define predevelopment conditions and to monitor the effects of construction and operation of coal mines and waste-disposal areas. Data-acquisition activities related to coal development in Colorado have concentrated on the Yampa River basin. A description of the hydrologic data-acquisition activities, including parameters collected and frequency of collection, precedes the summaries of the three interpretive studies currently in progress. Each study summary consists of the project title, definition of the problem being studied, objective of the study, approach of the study, and when known, the schedule for completion of the study and proposed report products resulting from the study. (Woodard-USGS)","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/ofr76549","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Hydrologic studies of the U.S. Geological Survey related to coal development on Colorado: U.S. Geological Survey Open-File Report 76-549, iv, 22 p. :maps ;28 cm., https://doi.org/10.3133/ofr76549.","productDescription":"iv, 22 p. :maps ;28 cm.","costCenters":[],"links":[{"id":142852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605283","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":528883,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":16600,"text":"ofr7681 - 1976 - The hydrologic setting of lakes in Minnesota and adjacent states; with emphasis on the interaction of lakes and ground water","interactions":[],"lastModifiedDate":"2016-06-23T10:47:56","indexId":"ofr7681","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":"76-81","title":"The hydrologic setting of lakes in Minnesota and adjacent states; with emphasis on the interaction of lakes and ground water","docAbstract":"The hydrologic settings of 150 randomly-selected lakes in the north-central United States were investigated by principal component analysis as a first attempt to develop a general classification of the hydrologic setting of lakes. Precipitation-evaporation balance and the water quality parameters have high factor loadings on the first principal component. Highest loadings on component 2 are for streamflow in and out of the lakes. Components 3 and 4 are characterized by geology and ground-water flow parameters. The drainage basin area/lake area ratio, the overland runoff parameter, has the highest loading on component 5.
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