This is the basic data section of a report by the U.S. Geological Survey on the water resources of the Upper Colorado River Basin. This section contains tables of duration of water discharge at 176 stream-gaging sites, monthly and annual summaries of chemical quality and sediment data at sites of continuous record, results of chemical quality and sediment analyses at miscellaneous-sampling sites, data on the chemical quality and other characteristics of ground water, and isohyetal maps of normal seasonal and annual precipitation. Also included is an inventory of surface-water records of streamflow, chemical quality, and suspended sediment. Location of gaging stations, chemical-quality and sediment-sampling sites, and wells and springs, are shown on a map of the Upper Colorado River Basin.
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1964 - Water-table, surface-drainage, and engineering soils map of the Trap Pond area, Delaware","interactions":[],"lastModifiedDate":"2012-02-10T00:11:26","indexId":"ha120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"120","title":"Water-table, surface-drainage, and engineering soils map of the Trap Pond area, Delaware","language":"ENGLISH","doi":"10.3133/ha120","usgsCitation":"Adams, J.K., and Boggess, D.H., 1964, Water-table, surface-drainage, and engineering soils map of the Trap Pond area, Delaware: U.S. Geological Survey Hydrologic Atlas 120, 1 map., https://doi.org/10.3133/ha120.","productDescription":"1 map.","costCenters":[],"links":[{"id":185775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90290,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/120/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90291,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/120/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.5,38.45055555555556 ], [ -75.5,38.6175 ], [ -75.36749999999999,38.6175 ], [ -75.36749999999999,38.45055555555556 ], [ -75.5,38.45055555555556 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4c80","contributors":{"authors":[{"text":"Adams, John K.","contributorId":17700,"corporation":false,"usgs":true,"family":"Adams","given":"John","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":278599,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278600,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":64977,"text":"i403 - 1964 - Preliminary surficial geologic map of the Mesabi-Vermilion Iron Range area, northeastern Minnesota","interactions":[],"lastModifiedDate":"2022-04-12T18:19:01.606416","indexId":"i403","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"403","title":"Preliminary surficial geologic map of the Mesabi-Vermilion Iron Range area, northeastern Minnesota","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, DC","doi":"10.3133/i403","usgsCitation":"Cotter, R.D., Young, H.L., and Winter, T.C., 1964, Preliminary surficial geologic map of the Mesabi-Vermilion Iron Range area, northeastern Minnesota: U.S. Geological Survey IMAP 403, 1 Plate: 50.65 x 39.16 inches, https://doi.org/10.3133/i403.","productDescription":"1 Plate: 50.65 x 39.16 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":100806,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0403/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":391547,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_1681.htm"},{"id":189519,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0403/report-thumb.jpg"},{"id":100807,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0403/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"25000","country":"United States","state":"Minnesota","otherGeospatial":"Mesabi-Vermilion Iron Range area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.766667,\n 47.616667\n ],\n [\n -93.766667,\n 47.083333\n ],\n [\n -91.75,\n 47.375\n ],\n [\n -91.75,\n 47.9\n ],\n [\n -93.766667,\n 47.616667\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605518","contributors":{"authors":[{"text":"Cotter, R. D.","contributorId":89874,"corporation":false,"usgs":true,"family":"Cotter","given":"R.","email":"","middleInitial":"D.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":272455,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, H. L.","contributorId":23922,"corporation":false,"usgs":true,"family":"Young","given":"H.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":272454,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":272453,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":7812,"text":"ofr649 - 1964 - Preliminary report on tests of the application of geophysical methods to Arctic ground water problems","interactions":[],"lastModifiedDate":"2023-11-20T23:37:43.02624","indexId":"ofr649","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"64-9","title":"Preliminary report on tests of the application of geophysical methods to Arctic ground water problems","docAbstract":"Seismic refraction and electrical resistivity surveys were made during the summer and fall of 1952 in the Tanana Valley near Fairbanks, Alaska, as part of the studies of the application of geophysical techniques to ground-water problems in Alaska instigated in 1951 by the U.S. Army Engineer Research and Development Laboratories. Work centered around the highway junctions at Fairbanks, Big Delta, and Tok. It was found that both survey methods defined the horizontal extent of the frozen ground and both were capable of determining the depth to the top of the permafrost but neither regularly yielded reliable information on the material beneath the top of the permafrost. The greatest need at present is for a thorough examination of data obtained in the field seasons of 1948 and 1952. Two fundamental theoretical investigations are desirable: (1) examination of the attenuation of longitudinal waves traveling through a thin layer, and (2) further development of the theoretical multilayer resistivity interpretation of problems in which the second layer has a very high resistivity. Further field work should include: (1) tests of the U.S. Geological Survey's new shallow-reflection seismograph; (2) a brief test of electromagnetic equipment; (3) additional resistivity measurements with commutated current; and (4) both seismic and resistivity measurements in areas where the bedrock possesses different physical properties from the schist usually found in interior Alaska. It is doubtful that geophysical techniques are sufficiently developed to be valuable for use by Army personnel in prospecting for ground water in areas of thick permafrost.
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David F.","contributorId":72787,"corporation":false,"usgs":true,"family":"Barnes","given":"David F.","affiliations":[],"preferred":false,"id":156653,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"MacCarthy, Gerald R.","contributorId":30624,"corporation":false,"usgs":true,"family":"MacCarthy","given":"Gerald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":156652,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2186,"text":"wsp1747 - 1964 - Geology and hydrology of the West Milton area, Saratoga County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1747","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1747","title":"Geology and hydrology of the West Milton area, Saratoga County, New York","docAbstract":"This report describes the geology, ground-water conditions, streamflow characteristics, and quality of water in the West Milton area, Saratoga County, N.Y. The West Milton area is in the east-central part of New York in the hilly region that forms a transition zone between the Adirondack Mountains and the Hudson-Mohawk valley lowland. Bedrock underlying the area consists of crystalline rocks of Precambrian age and sandstone, dolomite, limestone, and shale formations of Cambrian and Ordovician age. The formations have been moderately folded and have been displaced as much as several hundred feet' along at least three northeast-trending normal faults. The bedrock is overlain in nearly all parts of the area by a layer of unconsolidated deposits which ranges in thickness from a few feet to more than 200 feet. The unconsolidated deposits are of Pleistocene age and consist of unstratified materials (till) laid down by glacial ice at stratified sediments deposited by glacial meltwaters. The topography of the bedrock surface differs greatly from the topography of the land surface. Although not evident in the present topography, at least two channels, cut in bedrock by preglacial streams, pass through the area. \r\n\r\nGround-water supplies adequate to satisfy domestic requirements can be obtained from wells in any part of the area. Large ground-water supplies may be taken from coarse-grained stratified deposits comprising two aquifers in the valley of Kayaderosseras Creek. The Atomic Energy Commission has pumped as much as 1 mgd from a horizontal well drawing from the uppermost aquifer which is composed of flood-plain deposits. Part of the water yielded by this well during extended periods of pumping is induced flow from the creek. Three nearby vertical wells drilled by the Commission comprise a separate well field capable of yielding at least 2 mgd and possibly as much as 3 mgd from the deeper stratified deposits underlying the valley. A pumping test showed that at near the center of this well field the coefficient of transmissibility is about 125,000 gpd per ft and the coefficient of storage is about 0.0003. The water obtained from the sand and gravel has a hardness of about 125 ppm and contains about 150 ppm of dissolved solids. \r\n\r\nMost of the Government reservation is drained by Glowegee Creek, one of the larger tributaries of Kayaderosseras Creek. The average streamflow of Kayaderosseras Creek at West Milton is 141 cfs or about 1.5 cfs per sq. mi. The monthly mean discharge has ranged from a low of 21.7 cfs in September 1958 to a high of 866 cfs in March 1936, and the annual mean discharge has ranged from 94.5 cfs in 1941 to 198 cfs in 1952. The mean annual flood is 1,740 cfs and the 50-year flood is 5,300 cfs. \r\n\r\nStreamflow data have been collected on Glowegee Creek since 1948 at a station 0.5 mile south of West Milton. The average streamflow of Glowegee Creek at this station is 41 cfs or about 1.5 cfs per sq mi. The mean annual flood is 740 cfs and the 50-year flood is 2,250 cfs. \r\n\r\nThe quality of the water in both Kayaderosseras Creek and Glowegee Creek is satisfactory for public supply and most industrial purposes. The mineral content of both streams is low--the dissolved-solids content averaging about 93 ppm in Kayaderosseras Creek and about 131 ppm in Glowegee Creek. The average hardness of water in Kayaderosseras Creek and Glowegee Creek is 68 ppm and 102 ppm, respectively. During periods of low flow, suspended sediment discharge in both streams is less than 10 tons per day, but during periods of high flow, the sediment discharge has been as great as 163 tons per day in Glowegee Creek and 437 tons per day in Kayaderosseras Creek.","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1747","usgsCitation":"Mack, F., Pauszek, F.H., and Crippen, J.R., 1964, Geology and hydrology of the West Milton area, Saratoga County, New York: U.S. Geological Survey Water Supply Paper 1747, viii, 110 p. :illus., maps, diagrs., tables. ;24 cm., https://doi.org/10.3133/wsp1747.","productDescription":"viii, 110 p. :illus., maps, diagrs., tables. ;24 cm.","costCenters":[],"links":[{"id":137741,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1747/report-thumb.jpg"},{"id":27816,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1747/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27817,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1747/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27818,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1747/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27819,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1747/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27820,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1747/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27821,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1747/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27815,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1747/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4691","contributors":{"authors":[{"text":"Mack, Frederick K.","contributorId":95858,"corporation":false,"usgs":true,"family":"Mack","given":"Frederick K.","affiliations":[],"preferred":false,"id":144794,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pauszek, F. H.","contributorId":61399,"corporation":false,"usgs":true,"family":"Pauszek","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":144793,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crippen, John R.","contributorId":13208,"corporation":false,"usgs":true,"family":"Crippen","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":144792,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68488,"text":"ha136 - 1964 - Water-table, surface-drainage, and engineering soils map of the Harrington quadrangle, Delaware","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"136","title":"Water-table, surface-drainage, and engineering soils map of the Harrington quadrangle, Delaware","language":"ENGLISH","doi":"10.3133/ha136","usgsCitation":"Davis, C.F., and Boggess, D.H., 1964, Water-table, surface-drainage, and engineering soils map of the Harrington quadrangle, Delaware: U.S. Geological Survey Hydrologic Atlas 136, 1 map :col. ;on sheet 76 x 96 cm., https://doi.org/10.3133/ha136.","productDescription":"1 map :col. ;on sheet 76 x 96 cm.","costCenters":[],"links":[{"id":185495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90041,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/136/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.61749999999999,38.8675 ], [ -75.61749999999999,39 ], [ -75.5,39 ], [ -75.5,38.8675 ], [ -75.61749999999999,38.8675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d04","contributors":{"authors":[{"text":"Davis, Christian F.","contributorId":84004,"corporation":false,"usgs":true,"family":"Davis","given":"Christian","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":278314,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278313,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":243,"text":"wsp1530 - 1964 - Summary of floods in the United States during 1956","interactions":[],"lastModifiedDate":"2012-02-02T00:05:06","indexId":"wsp1530","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1530","title":"Summary of floods in the United States during 1956","language":"ENGLISH","publisher":"U.S. G.P.O,","doi":"10.3133/wsp1530","usgsCitation":"Hendricks, E.L., 1964, Summary of floods in the United States during 1956: U.S. Geological Survey Water Supply Paper 1530, vi, 85 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1530.","productDescription":"vi, 85 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":136561,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1530/report-thumb.jpg"},{"id":24850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1530/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6992b4","contributors":{"authors":[{"text":"Hendricks, E. L.","contributorId":50126,"corporation":false,"usgs":true,"family":"Hendricks","given":"E.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":142135,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1054,"text":"wsp1695 - 1964 - Geology and ground-water resources of southeastern New Hampshire","interactions":[{"subject":{"id":51806,"text":"ofr5516 - 1955 - Preliminary report on the investigation of ground-water resources of the seacoast region of New Hampshire","indexId":"ofr5516","publicationYear":"1955","noYear":false,"title":"Preliminary report on the investigation of ground-water resources of the seacoast region of New Hampshire"},"predicate":"SUPERSEDED_BY","object":{"id":1054,"text":"wsp1695 - 1964 - Geology and ground-water resources of southeastern New Hampshire","indexId":"wsp1695","publicationYear":"1964","noYear":false,"title":"Geology and ground-water resources of southeastern New Hampshire"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp1695","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1695","title":"Geology and ground-water resources of southeastern New Hampshire","docAbstract":"The continued growth and development of southeastern New Hampshire, an area of about 390 square miles adjacent to the Atlantic Ocean, will depend partly on effectively satisfying the demand for water, which has increased rapidly since World War II. \r\n\r\nThe report identifies and describes the principal geologic units with respect to the occurrence of ground water. These units include bedrock and the various unconsolidated deposits that mantle the bedrock surface discontinuously throughout the area. \r\n\r\nThe bedrock formations, consisting of igneous and metamorphic rocks, chiefly of Paleozoic age, form a single water-bearing unit. Ground water is in joints and fractures. The fractures are small and scattered and therefore impart only a low permeability to the rocks. Wells in the bedrock commonly produce small but reliable supplies of ground water at depths of less than 150 feet. The yields of about 80 wells inventoried for this report ranged from 1? to 100 gpm (gallons per minute) and the median was 912 gpm. Depths ranged from 45 to 600 feet. The unconsolidated deposits consist of glacial drift of Pleistocene age; swamp deposits, alluvium, and beach deposits of Recent age; and eolian deposits of Pleistocene -and Recent age. For this report the glacial drift is divided into till, ice-contact deposits, marine deposits, and outwash and shore deposits. Glacial till forms a discontinuous blanket, commonly less than 15 but in some hills (drumlins) as much as about 200 feet thick. It has a low permeability but, because of its widespread outcrop area, it has been utilized as a source of water for numerous domestic supplies. Because most wells in till are shallow, many fail to meet modern demands during dry summers. \r\n\r\nIce-contact deposits locally form kames, kame terraces, kame plains, and ice-channel fillings throughout the area. They overlie bedrock and till and range in thickness from less than 1 foot to as much as 190 feet. In general, the ice-contact deposits are coarse textured and permeable, but variations in- the physical and hydrologic properties of a single deposit and from deposit to deposit are common. Ice-contact deposits are the source of the larger ground-water supplies in southeastern New Hampshire. \r\n\r\nMarine deposits underlie lowlands and valleys to a distance of about 20 miles inland from the present coastline. They commonly overlie bedrock and till and at places overlie or are interbedded with ice-contact deposits. Marine deposits range in thickness from less than 1 foot to possibly 75 feet. They are fine textured and impermeable; they do not yield water to wells in southeastern New Hampshire but generally act as a barrier to ground-water movement. Outwash and shore deposits form broad sand plains or gently sloping terraces of small extent. At most places the outwash and shore deposits, which range in thickness from less than 1 foot to about 50 feet, overlie marine deposits, but at some places they overlie bedrock, till, or ice-contact deposits. The outwash and shore deposits are fine textured and moderately permeable. They commonly yield enough ground water to meet the needs of farms, homes, and small industries. Alluvium underlies the flood plains and channels of the principal streams and overlies bedrock and older unconsolidated deposits wherever streams cross the older units. The alluvium generally is not tapped by wells. \r\n\r\nBeach deposits occupy areas along the Atlantic Ocean between promontories of bedrock or till. In general beach deposits are permeable and are a source of water supplies for domestic use. Yields of wells are limited, however, by the danger of drawing in salty water. \r\n\r\nRecharge in southeastern New Hampshire is derived principally from precipitation on outcrop areas of ice-contact deposits and outwash and shore deposits during the nongrowing season. Ground water is discharged naturally by springs, by effluent seepage to streams and other bodies of surface water, and by evapotranspiration. It ","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1695","usgsCitation":"Bradley, E., 1964, Geology and ground-water resources of southeastern New Hampshire: U.S. Geological Survey Water Supply Paper 1695, v, 80 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1695.","productDescription":"v, 80 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":25720,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1695/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25721,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1695/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25722,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1695/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25723,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1695/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25724,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1695/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25725,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1695/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25726,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1695/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25727,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1695/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137945,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1695/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685601","contributors":{"authors":[{"text":"Bradley, Edward","contributorId":67071,"corporation":false,"usgs":true,"family":"Bradley","given":"Edward","email":"","affiliations":[],"preferred":false,"id":143098,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":161,"text":"wsp1942 - 1964 - Quality of surface waters of the United States, 1962, Parts 3 and 4, Ohio River basin and St. Lawrence River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:11","indexId":"wsp1942","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1942","title":"Quality of surface waters of the United States, 1962, Parts 3 and 4, Ohio River basin and St. Lawrence River basin","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1942","usgsCitation":"Love, S.K., 1964, Quality of surface waters of the United States, 1962, Parts 3 and 4, Ohio River basin and St. Lawrence River basin: U.S. Geological Survey Water Supply Paper 1942, x, 322 p. ;23 cm., https://doi.org/10.3133/wsp1942.","productDescription":"x, 322 p. ;23 cm.","costCenters":[],"links":[{"id":137266,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1942/report-thumb.jpg"},{"id":24772,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1942/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651b1b","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":142032,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":189,"text":"wsp1945 - 1964 - Quality of surface waters of the United States, 1962, Parts 9-14, Colorado River basin to Pacific slope basins in Oregon and lower Columbia River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1945","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1945","title":"Quality of surface waters of the United States, 1962, Parts 9-14, Colorado River basin to Pacific slope basins in Oregon and lower Columbia River basin","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1945","usgsCitation":"Love, S.K., 1964, Quality of surface waters of the United States, 1962, Parts 9-14, Colorado River basin to Pacific slope basins in Oregon and lower Columbia River basin: U.S. Geological Survey Water Supply Paper 1945, xvii, 691 p. ;23 cm., https://doi.org/10.3133/wsp1945.","productDescription":"xvii, 691 p. ;23 cm.","costCenters":[],"links":[{"id":136094,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1945/report-thumb.jpg"},{"id":24800,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1945/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651afb","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":142060,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":6213,"text":"pp381 - 1964 - Water resources of the Delaware River basin","interactions":[],"lastModifiedDate":"2017-06-20T09:56:03","indexId":"pp381","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"381","title":"Water resources of the Delaware River basin","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/pp381","usgsCitation":"Parker, G., Hely, A., Keighton, W.B., and Olmsted, F.H., 1964, Water resources of the Delaware River basin: U.S. Geological Survey Professional Paper 381, 200 p., https://doi.org/10.3133/pp381.","productDescription":"200 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":117761,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0381/report-thumb.jpg"},{"id":33393,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33394,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33395,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33396,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33397,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33398,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33399,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33400,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33401,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33402,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33403,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33404,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0381/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33405,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0381/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2fe4b07f02db6163f5","contributors":{"authors":[{"text":"Parker, Garald G.","contributorId":106880,"corporation":false,"usgs":true,"family":"Parker","given":"Garald G.","affiliations":[],"preferred":false,"id":152312,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hely, A. G.","contributorId":14401,"corporation":false,"usgs":true,"family":"Hely","given":"A. G.","affiliations":[],"preferred":false,"id":152309,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Keighton, Walter B.","contributorId":81877,"corporation":false,"usgs":true,"family":"Keighton","given":"Walter","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":152311,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Olmsted, F. H.","contributorId":24765,"corporation":false,"usgs":true,"family":"Olmsted","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":152310,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":1228,"text":"wsp1498F - 1964 - A study of fluvial characteristics and hydraulic variables middle Rio Grande, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1498F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1498","chapter":"F","title":"A study of fluvial characteristics and hydraulic variables middle Rio Grande, New Mexico","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Studies in flow in alluvial channels","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1498F","usgsCitation":"Culbertson, J.K., and Dawdy, D., 1964, A study of fluvial characteristics and hydraulic variables middle Rio Grande, New Mexico: U.S. Geological Survey Water Supply Paper 1498, vi, 74 p., https://doi.org/10.3133/wsp1498F.","productDescription":"vi, 74 p.","costCenters":[],"links":[{"id":137924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1498f/report-thumb.jpg"},{"id":26146,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1498f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a61d1","contributors":{"authors":[{"text":"Culbertson, James K.","contributorId":31371,"corporation":false,"usgs":true,"family":"Culbertson","given":"James","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":143404,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dawdy, D.R.","contributorId":99956,"corporation":false,"usgs":true,"family":"Dawdy","given":"D.R.","affiliations":[],"preferred":false,"id":143405,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13,"text":"wsp1739 - 1964 - Compilation of records of surface waters of Hawaii, July 1950 to June 1960","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1739","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1739","title":"Compilation of records of surface waters of Hawaii, July 1950 to June 1960","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1739","usgsCitation":"Hendricks, E.L., 1964, Compilation of records of surface waters of Hawaii, July 1950 to June 1960: U.S. Geological Survey Water Supply Paper 1739, vii, 136 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1739.","productDescription":"vii, 136 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":136326,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1739/report-thumb.jpg"},{"id":24612,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1739/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24613,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1739/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24614,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1739/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24615,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1739/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24616,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1739/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24617,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1739/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a9087","contributors":{"authors":[{"text":"Hendricks, E. L.","contributorId":50126,"corporation":false,"usgs":true,"family":"Hendricks","given":"E.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":141816,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":975,"text":"wsp1653 - 1964 - Ground-water resources of the lower Rio Grande Valley area, Texas","interactions":[],"lastModifiedDate":"2016-08-22T11:21:21","indexId":"wsp1653","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1653","title":"Ground-water resources of the lower Rio Grande Valley area, Texas","docAbstract":"The report contains information about the occurrence, quality, and use of ground water in the Lower Rio Grande Valley area which consists of Cameron, Hidalgo, Starr, and Willacy Counties in southern Texas.
\nThe principal use of water in the area is for irrigation. The principal irrigated crops are cotton, winter vegetables, and citrus fruits. In southeastern Starr County, southern Hidalgo County, and western Cameron County, the main source of water is the Rio Grande. The greatest development of ground water in this area was after 1948 when ground water was needed to supplement water from the river.
\nThe Lower Rio Grande Valley area has four major ground-water reservoirs. Because of the uncertainty in mapping the stratigraphic units and because some of the ground-water reservoirs are composed of parts of two or more formations, three of the ground-water reservoirs have been given names in this report. The major ground-water reservoirs are: the Oakville sandstone, an important source of water for industrial use in northeastern Stair County; the Linn-Faysville ground-water reservoir, which supplies irrigation water in the Linn-Faysville area in central Hidalgo County; and the Rio Grande ground-water reservoir and the Mercedes-Sebastian shallow ground-water reservoir, both of which supply considerable irrigation water in southeastern Starr, southern Hidalgo, western Cameron, and southwestern Willacy Counties.
\nThe quality of water differs considerably from place to place in the Lower Rio Grande Valley area. In most of the area, water is available that can be used for domestic or public supply, but it generally is slightly saline. In most of the area, the ground water is unsuitable for irrigation .particularly if used exclusively. Water of the best quality in the area is from the Rio Grande groundwater reservoir near the Rio Grande at depths of less than 75 feet in southeastern Stair County, between 50 and 250 feet in southern Hidalgo County, and between 100 and 300 feet in western Cameron County. At progressively greater distances from the Rio Grande, the ground water at these depths tends to be more mineralized. Also at some places at depths greater than those indicated, the water tends to be more mineralized. In the Linn-Faysville area the ground water from the Linn-Faysville ground-water reservoir is moderately mineralized and ranges from fair to unsuitable for irrigation.
\nIn western Cameron County, water levels in some wells tapping the Rio Grande ground-water reservoir declined about 10 feet from 1954 to 1957. In 1959 the water levels stood higher than in 1954. The water levels in most wells tapping the Linn-Faysville ground-water reservoir declined 10 feet or more from 1948 to 1958. In some wells the decline was more than 15 feet.
\nThe available information indicates that in some localities the Rio Grande ground-water reservoir may be nearly filled to capacity, and waterlogging will occur during periods of above-normal precipitation. During protracted periods of below-normal precipitation, the available water in the ground-water reservoir may be depleted.
\nFurther studies should be made in the area to correct important deficiencies in available information. A continuing program is recommended because information such as fluctuations in water levels and the amount and distribution of pumping can be obtained only on a current basis.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1653","usgsCitation":"Baker, R.C., and Dale, O., 1964, Ground-water resources of the lower Rio Grande Valley area, Texas: U.S. Geological Survey Water Supply Paper 1653, Report: v, 56 p.; 5 Plates, https://doi.org/10.3133/wsp1653.","productDescription":"Report: v, 56 p.; 5 Plates","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":25537,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1653/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1653/report-thumb.jpg"},{"id":25532,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1653/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25533,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1653/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25534,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1653/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25535,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1653/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25536,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1653/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db54492c","contributors":{"authors":[{"text":"Baker, R. C.","contributorId":79084,"corporation":false,"usgs":true,"family":"Baker","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":142951,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dale, O.C.","contributorId":28583,"corporation":false,"usgs":true,"family":"Dale","given":"O.C.","email":"","affiliations":[],"preferred":false,"id":142950,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2871,"text":"wsp1779I - 1964 - Ground water in the Sandpoint region, Bonner County, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1779I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1779","chapter":"I","title":"Ground water in the Sandpoint region, Bonner County, Idaho","language":"ENGLISH","publisher":"U.S. Govt. Printing Off.,","doi":"10.3133/wsp1779I","usgsCitation":"Walker, E.H., 1964, Ground water in the Sandpoint region, Bonner County, Idaho: U.S. Geological Survey Water Supply Paper 1779, 29 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1779I.","productDescription":"29 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":138974,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1779i/report-thumb.jpg"},{"id":29488,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29489,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1779i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d875","contributors":{"authors":[{"text":"Walker, Eugene H.","contributorId":24761,"corporation":false,"usgs":true,"family":"Walker","given":"Eugene","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145938,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2905,"text":"wsp1584 - 1964 - Geology and ground-water resources of Uvalde County, Texas","interactions":[],"lastModifiedDate":"2016-08-22T10:54:28","indexId":"wsp1584","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1584","title":"Geology and ground-water resources of Uvalde County, Texas","docAbstract":"The principal aquifer in Uvalde County is the Edwards and associated limestones of Cretaceous age. The aquifer underlies an extensive area in south-central Texas extending along the Balcones fault zone from Kinney County eastward to San Antonio, and thence northeastward to Hays County. The hydrologic unit making up the Edwards and associated limestones consists of the Comanche Peak limestone, the Edwards limestone, the Kiamichi formation, and the Georgetown limestone. Other less important aquifers in Uvalde County include the Glen Rose limestone, the Buda limestone, the Austin chalk, and the Leona formation.
\n\n
Uvalde County occupies parts of two physiographic provinces, the Edwards Plateau on the north and the Coastal Plain on the south; the two provinces are separated by the Balcones fault zone. In the Edwards Plateau the formations of the Edwards and associated limestones crop out on the plateau surface; in the Coastal Plain where the formations have been down-faulted, they underlie younger rocks. In both provinces the formations dip gently toward the south and southeast; the dips are greatest in the Coastal Plain. Igneous intrusions have penetrated the formations in many places in the Coastal Plain, and locally have formed barriers to ground-water movement.
\n\n
The aquifers in Uvalde County are recharged by precipitation within the county and in the drainage areas of streams entering the county from the north and west. In the Edwards Plateau, the Edwards and associated limestones are recharged by precipitation that falls on the outcrop. The aquifer is drained by springs at the contact with the underlying Glen Rose limestone where streams have cut through the Edwards at the edge of the plateau. These springs maintain the base flow of the streams that drain the plateau. Most of the base flow and much of flood flow of the streams is lost to the Edwards and associated limestones where they crop out in streambeds in the Balcones fault zone. This stream loss to the aquifer constitutes the greatest part of the recharge in the county, although some of the recharge from the West Nueces River enters the county as underflow from Kinney County. The normal annual recharge to the Edwards in Uvalde County is estimated to be about 200,000 acre-feet.
\n\n
Discharge from the Edwards and associated limestones in Uvalde County can be divided into two .major segments: discharge by underflow from the county to the east and south and discharge to the surface through wells and springs. Discharge by underflow during the period 1934-47, when changes in storage were small, is estimated to have been about 190,000 acre-feet per year. During the drought years 1947-56 the underflow was somewhat less. The discharge to the surface during 1934-47 averaged about 17,000 acre-feet per year. During the 1947-56 drought the rate of discharge to the surface increased principally because of increased use of water for irrigation, reaching a maximum of 58,000 acre-feet in 1956.
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The chemical quality. of the ground water in Uvalde County ranges between wide limits. Except in the extreme southern part of the county where the water is saline, the water in the Edwards and associated limestones is of good chemical quality except that it is hard. The water in the Glen Rose limestone is saline in many places; the principal objectionable constituents are high concentrations of calcium and magnesium sulfate. The water in the Leona formation is generally of good chemical quality. The water from the other formations varies widely in quality from place to place and no generalizations can be made.
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Ground-water withdrawals from the Edwards and associated limestones in Uvalde County probably could be maintained indefinitely at a rate of about 200,000 acre-feet per year, provided that withdrawals north and west of the county were not increased. However, continued withdrawals at this rate-would cause wells in structurally high areas to go dry, and underflow into Medina County would cease. Furthermore, saline water might invade the fresh-water part of the aquifer from the south, and perennial spring flow in the Leona River valley would cease.
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