{"pageNumber":"5918","pageRowStart":"147925","pageSize":"25","recordCount":165658,"records":[{"id":931,"text":"wsp1798B - 1966 - Fluvial sediment in the little Arkansas River basin, Kansas","interactions":[],"lastModifiedDate":"2013-08-12T12:35:55","indexId":"wsp1798B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"B","title":"Fluvial sediment in the little Arkansas River basin, Kansas","docAbstract":"Characteristics and transport of sediment in the Little Arkansas River basin in south-central Kansas were studied to determine if the water from the river could be used as a supplemental source for municipal supply or would provide adequate recharge to aquifers that are sources of municipal and agricultural water supplies. During periods when overland 1low contributed a significant amount to streamflow, the suspended sediment in the Little Arkansas River at Valley Center averaged about 85 percent of clay, about 13 percent of silt, and about 2 percent of sand. The average annual suspended-sediment discharge for the water years 1958, 1959, 1960, and 1961 was about 306,000 tons, and about 80 percent of the load was transported during 133 days of the 1,461-day period. The average daily water discharge of 352 cubic feet per second for the period 1958-61 was more than the long-term (i}9-year) average of 245 cfs; therefore, the average annual sediment load for 1958-61 was probably greater than the average annual load for the same long-term period. \n\nStudies of seepage in a part of the channel of Kisiwa Creek indicated that an upstream gravel-pit operation yielded clays which, when deposited in the channel, reduced seepage. A change in plant operation and subsequent runoff that removed the deposited clays restored natural seepage conditions. Experiments by the Wichita Water Department showed that artificial recharge probably cannot be accomplished by using raw turbid water that is injected into wells or by using pits. Recharge by raw turbid water on large permeable areas or by seepage canals may be feasible. \n\nStudies of chemical quality of surface water at several sites in the Little Arkansas River basin indicate that Turkey. Creek is a major contributor of chloride and other dissolved solids to the Little Arkansas River and that the dissolved-solids content is probably highest during low-flow periods when suspended-sediment concentration is low. Data collected by the Wichita Water Department indicate that chloride concentrations are diminishing with time at sampled locations. and they receive recharge from rainwater and snowmelt moving through overlying alluvium and from storage in the De Chelly sandstone which encloses the east half of the diatreme. \n\nThe quality of water from all areas is suitable for domestic use. However, special treatment may be necessary to make the water suitable for pulp processing.","language":"ENGLISH","publisher":"U.S. Geological Survey ;","doi":"10.3133/wsp1798B","usgsCitation":"Albert, C., and Stramel, G., 1966, Fluvial sediment in the little Arkansas River basin, Kansas: U.S. Geological Survey Water Supply Paper 1798, v, 30 p. :ill., maps, diagrs. (1 fold in pocket) ;24 cm., https://doi.org/10.3133/wsp1798B.","productDescription":"v, 30 p. :ill., maps, diagrs. (1 fold in pocket) ;24 cm.","costCenters":[],"links":[{"id":137978,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798b/report-thumb.jpg"},{"id":25405,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":276512,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1798b/plate-2.pdf"},{"id":276511,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1798b/plate-1.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae50a","contributors":{"authors":[{"text":"Albert, C.D.","contributorId":23923,"corporation":false,"usgs":true,"family":"Albert","given":"C.D.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":142874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stramel, G.J.","contributorId":47768,"corporation":false,"usgs":true,"family":"Stramel","given":"G.J.","affiliations":[],"preferred":false,"id":142875,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2023,"text":"wsp1839C - 1966 - Hydrologic effects of small reservoirs in Sandstone Creek Watershed, Beckham and Roger Mills Counties, western Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1839C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1839","chapter":"C","title":"Hydrologic effects of small reservoirs in Sandstone Creek Watershed, Beckham and Roger Mills Counties, western Oklahoma","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1839C","usgsCitation":"Kennon, F.W., 1966, Hydrologic effects of small reservoirs in Sandstone Creek Watershed, Beckham and Roger Mills Counties, western Oklahoma: U.S. Geological Survey Water Supply Paper 1839, iv, 39 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1839C.","productDescription":"iv, 39 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1839c/report-thumb.jpg"},{"id":27491,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1839c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27492,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1839c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606f47","contributors":{"authors":[{"text":"Kennon, Frank Walter","contributorId":8441,"corporation":false,"usgs":true,"family":"Kennon","given":"Frank","email":"","middleInitial":"Walter","affiliations":[],"preferred":false,"id":144544,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2033,"text":"wsp1819E - 1966 - Salinity of the ground water in western Pinal County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1819E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"E","title":"Salinity of the ground water in western Pinal County, Arizona","docAbstract":"The chemical quality of the ground water in western Pinal County is nonuniform areally and stratigraphically. The main areas of highly mineralized water are near Casa Grande and near Coolidge. Striking differences have been noted in the quality of water from different depths in the same well. Water from one well, (D-6-7) 25cdd, showed an increase in chloride content from 248 ppm (parts per million) at 350 feet below the land surface to 6,580 ppm at 375 feet; the concentration of chloride increased to 10,400 ppm at 550 feet below the land surface. This change was accompanied by an increase in the total dissolved solids as indicated by conductivity measurements. The change in water quality can be correlated with sediment types. The upper and lower sand and gravel units seem to yield water of better quality than the intermediate silt and clay unit. In places the silt and clay unit contains zones of gypsum and common table salt. These zones yield water that contains large amounts of the dissolved minerals usually associated with water from playa deposits. \r\n\r\nHighly mineralized ground water in an area near Casa Grande has moved southward and westward as much as 4 miles. Similar water near Coolidge has moved a lesser distance. \r\n\r\nGood management practices and proper use of soil amendments have made possible the use of water that is high in salinity and alkali hazard for agricultural purposes in western Pinal County. \r\n\r\nThe fluoride content of the ground water in western Pinal County is usually low; however, water from wells that penetrate either the bedrock or unconsolidated sediments that contain certain volcanic rocks may have as much as 9 ppm of fluoride.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1819E","usgsCitation":"Kister, L.R., and Hardt, W.F., 1966, Salinity of the ground water in western Pinal County, Arizona: U.S. Geological Survey Water Supply Paper 1819, 21 p. :illus., maps (2 fold. in pocket), https://doi.org/10.3133/wsp1819E.","productDescription":"21 p. :illus., maps (2 fold. in pocket)","costCenters":[],"links":[{"id":137670,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819e/report-thumb.jpg"},{"id":27512,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27513,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27514,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdf9e","contributors":{"authors":[{"text":"Kister, Lester Ray","contributorId":107670,"corporation":false,"usgs":true,"family":"Kister","given":"Lester","email":"","middleInitial":"Ray","affiliations":[],"preferred":false,"id":144560,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hardt, W. F.","contributorId":12455,"corporation":false,"usgs":true,"family":"Hardt","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":144559,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":938,"text":"wsp1821 - 1966 - Availability of ground water upper Pawcatuck River basin Rhode Island","interactions":[],"lastModifiedDate":"2022-02-14T19:48:59.03077","indexId":"wsp1821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1821","title":"Availability of ground water upper Pawcatuck River basin Rhode Island","docAbstract":"The upper Pawcatuck River basin is a 70-square-mile area in southcentral Rhode Island consisting of broad, rolling hills and narrow valleys in the north and fiat-floored plains in the south. It is drained by the Pawcatuck River and its two major tributaries, the Usquepaug-Queen River and the Chipuxet River. \r\n\r\nAnalysis of the water budget for the basin shows that approximately 94 mgd (million gallons per day) or about 63 percent of the precipitation flows out of the basin as streamflow. Of this amount, about 66 mgd is from ground-water seepage. \r\n\r\nTwo ground-water reservoirs composed of glacial deposits of sand and gravel and capable of substantial yields are in the basin. The larger reservoir underlies the central part of the Usquepaug-Queen River valley. This reservoir ranges in width from 3,000 to 4,000 feet and is 32,000 feet long. A large part of the reservoir contains sand and gravel more than 100 feet thick, having a permeability of more than 1,000 gallons per day per square foot. The yield of this reservoir is estimated to be about 17 mgd. \r\n\r\nThe smaller ground-water reservoir is in the Chipuxet River valley. It is about 4,000 feet wide and 16,000 feet long. A large part of this reservoir contains sand and gravel more than 150 feet thick having a permeability of more than 1,000 gallons per day per square foot. The yield of the Chipuxet reservoir is estimated to be about 8.6 mgd. \r\n\r\nMineral content of water from both of the reservoirs is generally less than 200 parts per million of dissolved solids. However, in the Chipuxet groundwater reservoir the dissolved solids are somewhat higher, and the iron content is a problem. \r\n\r\nOnly about 1.5 mgd of water is used in the basin. Most of it is used for public supplies and is obtained from wells not tapping the Usquepaug-Queen or Chipuxet ground-water reservoirs. Estimates of the 25 mgd of ground water potentially available are believed to be conservative, and substantially larger quantities may actually be available when development takes place.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1821","usgsCitation":"Allen, W.B., Hahn, G.W., and Brackley, R.A., 1966, Availability of ground water upper Pawcatuck River basin Rhode Island: U.S. Geological Survey Water Supply Paper 1821, Report: v, 66 p.; 3 Plates: 23.50 × 45.32 inches or smaller, https://doi.org/10.3133/wsp1821.","productDescription":"Report: v, 66 p.; 3 Plates: 23.50 × 45.32 inches or smaller","costCenters":[],"links":[{"id":25415,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1821/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25414,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1821/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25413,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1821/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25412,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1821/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1821/report-thumb.jpg"},{"id":395917,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25029.htm"}],"country":"United States","state":"Rhode Island","otherGeospatial":"upper Pawcatuck River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.633,\n              41.408\n            ],\n            [\n              -71.488,\n              41.408\n            ],\n            [\n              -71.488,\n              41.625\n            ],\n            [\n              -71.633,\n              41.625\n            ],\n            [\n              -71.633,\n              41.408\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d5ce","contributors":{"authors":[{"text":"Allen, William Burrows","contributorId":13596,"corporation":false,"usgs":true,"family":"Allen","given":"William","email":"","middleInitial":"Burrows","affiliations":[],"preferred":false,"id":142886,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hahn, Glenn Walter","contributorId":75899,"corporation":false,"usgs":true,"family":"Hahn","given":"Glenn","email":"","middleInitial":"Walter","affiliations":[],"preferred":false,"id":142888,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brackley, Richard A.","contributorId":61792,"corporation":false,"usgs":true,"family":"Brackley","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":142887,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2425,"text":"wsp1815 - 1966 - Gunpowder Falls, Maryland : uses of a water resource today and tomorrow","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp1815","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1815","title":"Gunpowder Falls, Maryland : uses of a water resource today and tomorrow","language":"ENGLISH","publisher":"U. S,. Govt. Print. Off.,","doi":"10.3133/wsp1815","usgsCitation":"O’Bryan, D., and McAvoy, R.L., 1966, Gunpowder Falls, Maryland : uses of a water resource today and tomorrow: U.S. Geological Survey Water Supply Paper 1815, v, 90 p. :illus., maps. ;24 cm., https://doi.org/10.3133/wsp1815.","productDescription":"v, 90 p. :illus., maps. ;24 cm.","costCenters":[],"links":[{"id":139047,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1815/report-thumb.jpg"},{"id":28444,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1815/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a1ba","contributors":{"authors":[{"text":"O’Bryan, Deric","contributorId":15179,"corporation":false,"usgs":true,"family":"O’Bryan","given":"Deric","email":"","affiliations":[],"preferred":false,"id":145178,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McAvoy, Russell Lonnie","contributorId":17595,"corporation":false,"usgs":true,"family":"McAvoy","given":"Russell","email":"","middleInitial":"Lonnie","affiliations":[],"preferred":false,"id":145179,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1972,"text":"wsp1615H - 1966 - Laboratory study of aquifer properties and well design for an Artificial-Recharge site","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1615H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1615","chapter":"H","title":"Laboratory study of aquifer properties and well design for an Artificial-Recharge site","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1615H","usgsCitation":"Johnson, A., Moston, R., and Versaw, S., 1966, Laboratory study of aquifer properties and well design for an Artificial-Recharge site: U.S. Geological Survey Water Supply Paper 1615, iv, 42 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1615H.","productDescription":"iv, 42 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138298,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1615h/report-thumb.jpg"},{"id":27348,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1615h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b440d","contributors":{"authors":[{"text":"Johnson, A.I.","contributorId":82676,"corporation":false,"usgs":true,"family":"Johnson","given":"A.I.","email":"","affiliations":[],"preferred":false,"id":144458,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moston, R.P.","contributorId":13598,"corporation":false,"usgs":true,"family":"Moston","given":"R.P.","email":"","affiliations":[],"preferred":false,"id":144457,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Versaw, S.F.","contributorId":101642,"corporation":false,"usgs":true,"family":"Versaw","given":"S.F.","email":"","affiliations":[],"preferred":false,"id":144459,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2443,"text":"wsp1679 - 1966 - Magnitude and frequency of floods in the United States: Part 6-A. Missouri River basin above Sioux City, Iowa","interactions":[],"lastModifiedDate":"2022-01-25T22:01:25.888234","indexId":"wsp1679","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1679","title":"Magnitude and frequency of floods in the United States: Part 6-A. Missouri River basin above Sioux City, Iowa","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1679","usgsCitation":"Patterson, J.L., 1966, Magnitude and frequency of floods in the United States: Part 6-A. Missouri River basin above Sioux City, Iowa: U.S. Geological Survey Water Supply Paper 1679, Report: xix, 471 p. 1 Plate: 36.00 × 23.22 inches, https://doi.org/10.3133/wsp1679.","productDescription":"Report: xix, 471 p. 1 Plate: 36.00 × 23.22 inches","costCenters":[],"links":[{"id":394847,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24888.htm"},{"id":28514,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1679/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28513,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1679/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1679/report-thumb.jpg"}],"country":"United States","state":"Minnesota, Montana, Nebraska, North Dakota, Iowa. South Dakota","otherGeospatial":"Missouri River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.667,\n              42\n            ],\n            [\n              -95.333,\n              42\n            ],\n            [\n              -95.333,\n              49.5\n            ],\n            [\n              -113.667,\n              49.5\n            ],\n            [\n              -113.667,\n              42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6495f9","contributors":{"authors":[{"text":"Patterson, James L.","contributorId":17593,"corporation":false,"usgs":true,"family":"Patterson","given":"James","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145214,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":948,"text":"wsp1819G - 1966 - Water-quality characteristics of New Jersey streams","interactions":[],"lastModifiedDate":"2022-12-29T22:02:52.556875","indexId":"wsp1819G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"G","title":"Water-quality characteristics of New Jersey streams","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1819G","usgsCitation":"Anderson, P.W., and George, J.R., 1966, Water-quality characteristics of New Jersey streams: U.S. Geological Survey Water Supply Paper 1819, iv, 48 p., https://doi.org/10.3133/wsp1819G.","productDescription":"iv, 48 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,{"id":2969,"text":"wsp1806 - 1966 - Ground-water resources and geology of northern and central Johnson County, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:05:41","indexId":"wsp1806","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1806","title":"Ground-water resources and geology of northern and central Johnson County, Wyoming","docAbstract":"Northern and central Johnson County, Wyo., is an area of about 2,600 square miles that lies principally in the western part of the Powder River structural basin but also includes the east flank of the Bighorn Mountains. Sedimentary rocks exposed range in age from Cambrian to Recent and have an average total thickness of about 16,000 feet. Igneous and metamorphic rocks of Precambrian age crop out in the Bighorn Mountains. Rocks of pre-Tertiary age, exposed on the flanks and in the foothills of the Bighorns, dip steeply eastward and lie at great depth in the Powder River basin. The rest of the project area is underlain by a thick sequence of interbedded sandstone, siltstone, and shale of Paleocene and Eocene age. Owing to the regional structure, most aquifers in Johnson County contain water under artesian pressure. \r\n\r\nThe Madison Limestone had not been tapped for water in Johnson County at the time of the present investigation (1963), but several wells in eastern Big Horn and Washakie Counties, on the west flank of the Bighorn Mountains, reportedly have flows ranging from 1,100 to 2,800 gallons per minute. Comparable yields can probably be obtained from the Madison in Johnson County in those areas where the limestone is fractured or cavernous. The Tensleep Sandstone reportedly yields 600 gallons per minute to a pumped irrigation well near its outcrop in the southwestern part of the project area. Several flowing wells tap the formation on the west flank of the Bighorn Mountains. The Madison Limestone and the Tensleep Sandstone have limited potential as sources of water because they can be developed economically only in a narrow band paralleling the Bighorn Mountain front in the southwestern part of the project area. \r\n\r\nOverlying the Tensleep Sandstone is about 6,000 feet of shale, siltstone, and fine-grained sandstone that, with a few exceptions, normally yields only small quantities of water to wells. The Cloverly Formation and the Newcastle Sandstone may yield moderate quantities of water to wells; but, in some areas, properly constructed wells tapping both formations might yield large quantities of water. The Shannon Sandstone Member of the Cody Shale will probably yield only small quantities of water to Wells, but it is the best potential source of ground water in the stratigraphic interval between the Newcastle and Parkman Sandstones. \r\n\r\nThe Parkman Sandstone and the Lance Formation yield water to relatively shallow wells principally in the southwestern part of the project area. The Fort Union Formation yields adequate supplies of water for stock and domestic use from relatively shallow wells near its outcrop almost everywhere in the county. A few deep wells tap the Fort Union along the Powder River valley in the northeastern part of Johnson County. Some of these wells flow, but their flows rarely exceed 10 gallons per minute; larger yields could be undoubtedly be obtained by pumping. \r\n\r\nThe Wasatch Formation is the principal source of ground water in Johnson County. It yields adequate supplies to many relatively shallow stock and domestic wells, some of which flow, but much larger yields probably would require pumping lifts that are prohibitive for most purposes. The Kingsbury Conglomerate and Moncrief Members of the Wasatch Formation, though, may yield moderate quantities of water in some places. \r\n\r\nAlluvial deposits underlying the valleys of the Powder River and Crazy Woman, Clear, and Piney Creeks are potential sources of moderate to large supplies of water in the Powder River drainage basin. The permeability of these deposits decreases with distance from the Bighorn Mountain front, so that largest yields can probably be obtained along the upper reaches of these streams. \r\n\r\nMost ground water utilized in the project area is for domestic and stock supplies and is obtained from drilled wells and from springs. Water for irrigation is obtained almost entirely by diverting flows of perennial streams. The discharge of wel","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1806","usgsCitation":"Whitcomb, H.A., Cummings, T.R., and McCullough, R.A., 1966, Ground-water resources and geology of northern and central Johnson County, Wyoming: U.S. Geological Survey Water Supply Paper 1806, v, 90 p. :illus., maps. ;24 cm., https://doi.org/10.3133/wsp1806.","productDescription":"v, 90 p. :illus., maps. ;24 cm.","costCenters":[],"links":[{"id":139273,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1806/report-thumb.jpg"},{"id":29704,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1806/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666f87","contributors":{"authors":[{"text":"Whitcomb, Harold A.","contributorId":102868,"corporation":false,"usgs":true,"family":"Whitcomb","given":"Harold","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":146066,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cummings, T. Ray","contributorId":20722,"corporation":false,"usgs":true,"family":"Cummings","given":"T.","email":"","middleInitial":"Ray","affiliations":[],"preferred":false,"id":146064,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McCullough, Richard A.","contributorId":78712,"corporation":false,"usgs":true,"family":"McCullough","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":146065,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2183,"text":"wsp1613F - 1966 - Salt-water encroachment in southern Nassau and southeastern Queens Counties, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1613F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1613","chapter":"F","title":"Salt-water encroachment in southern Nassau and southeastern Queens Counties, Long Island, New York","docAbstract":"Test drilling, extraction of water from cores, electric logging, water sampling, and water-level measurements from 1958 to 1961 provided a suitable basis for a substantial refinement in the definition of the positions, chloride concentrations, and rates of movement of salty water in the intermediate and deep deposits of southern Nassau County and southeastern Queens County. \r\n\r\nFilter-press, centrifugal, and dilution methods were used to extract water from cores for chloride analysis at the test-drilling sites. Chloride analysis of water extracted by these methods, chloride analyses of water from wells, and the interpretation of electric logs helped to define the chloride content of the salty water. New concepts of environmental-water head and zerovels, developed during the investigation, proved useful for defining hydraulic gradients and ratee of flow in ground water of variable density in a vertical direction and in horizontal and inclined planes, respectively. Hydraulic gradients in and between fresh and salty water were determined from water levels from data at individual and multiple-observation wells. \r\n\r\nSalty ground water occurs in southern Nassau and southeastern Queens Counties as three wedgelike extensions that project landward in unconsolidated deposits from a main body of salty water that lies seaward of the barrier beaches in Nassau County and of Jamaica Bay in Queens County. Salty water occurs not only in permeable deposits but also in the shallow and deep clay deposits. The highest chloride content of the salty ground water in the main body and the wedges is about 16,000 ppm, which is about 1,000 to 2,000 ppm less than the chloride content of ocean water. \r\n\r\nThe shallow salty water in the Pleistocene and Recent deposits is connected freely with the bays, tidal estuaries, and ocean. The intermediate wedge is found only in the southwestern part of Nassau County in the upper part of the Magothy (?) Formation, in the Jamneco Gravel, and in the overlying clay deposits. It extends from the seaward areas inland about 2 miles into Island Park. The deep wedge extends into southeastern Queens County and southern Nassau County principally in the deeper parts of the Magothy (?) Formation and in the underlying clay member of the Raritan Formation. The leading edge of the deep wedge is at the base of the Magothy (?) Formation. This edge is apparently at the shoreline east of Lido Beach and extends inland about 4 miles to Woodmere and about 7 miles to South Ozone Park. Zones of diffusion as much as 6 miles wide and about 500 feet thick were delineated in the frontal part of the salty-water wedges. These thick and broad zones of diffusion were probably formed during the past 1,000 or more years in heterogeneous unconsolidated deposits by long- and short-term changes in sea level and in fresh-water outflow to the sea and by dispersion caused by the movements of the water and its salt mass. Changes in sea level and fresh-water outflow together produced appreciable advances and recessions of the salt-water front. The chemical compositions of the diffused water in all wedges are modified to some extent by base exchange and other physical and chemical processes and also by diffusion. \r\n\r\nThe intermediate wedge of salty water is moving landward at a rate of less than 20 feet a year in the vicinity of Island Park and, thus, has moved less than 1,000 feet since 1900. The leading edge of the deep wedge has advanced landward at about 300 feet a :ear in Woodmere in southwestern Nassau County and about 160 feet a year at South Ozone Park in southeastern Queens County, principally under the influence of local withdrawals near the toe of the wedge. Between Hewlett and Lido Beach, the deep wedge is moving inland at the rate of about 10 feet a year under the influence of regional withdrawals in inland areas. Regional encroachment of the deep wedge is apparently retarded appreciably by cyclic flow, that is, by the return seaward in the upper","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1613F","usgsCitation":"Lusczynski, N., and Swarzenski, W.V., 1966, Salt-water encroachment in southern Nassau and southeastern Queens Counties, Long Island, New York: U.S. Geological Survey Water Supply Paper 1613, iv, 76 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1613F.","productDescription":"iv, 76 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138239,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1613f/report-thumb.jpg"},{"id":27807,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27808,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27809,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27810,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27811,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1613f/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27812,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1613f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c894","contributors":{"authors":[{"text":"Lusczynski, N.J.","contributorId":10779,"corporation":false,"usgs":true,"family":"Lusczynski","given":"N.J.","affiliations":[],"preferred":false,"id":144787,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swarzenski, Wolfgang V.","contributorId":30213,"corporation":false,"usgs":true,"family":"Swarzenski","given":"Wolfgang","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":144788,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2447,"text":"wsp1683 - 1966 - Magnitude and frequency of floods in the United States: Part 9. Colorado River Basin","interactions":[],"lastModifiedDate":"2022-01-25T22:14:55.973665","indexId":"wsp1683","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1683","title":"Magnitude and frequency of floods in the United States: Part 9. Colorado River Basin","docAbstract":"<p>This report outlines methods by which the magnitude and frequency of expected floods of any recurrence interval from 1.1 to 50 years can be determined at most points in the Colorado River basin.</p><p>Composite frequency curves were drawn showing the relation of the mean annual flood to floods having recurrence intervals from 1.1 to 50 years. Other curves express the relation of the mean annual flood to basin characteristics. In the northern part of the basin (north of about lat 37° N.) both drainage area and mean altitude were important factors influencing the magnitude of the mean annual flood. Only drainage area was used as an independent variable in the southern part of the basin.</p><p>By combining data from the composite frequency curves and curves showing the relation of the mean annual flood to basin characteristics, flood-frequency curves can be drawn for streams in the report area not materially affected by regulation or diversion within the range and recurrence interval defined by base data.</p><p>Some of the larger streams in the basin do not lend themselves to regional analysis. These streams are given special treatment in this report. Owing to the paucity of streamflow data, flood-frequency relations are not defined in some of the more arid parts of the report area. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C","doi":"10.3133/wsp1683","usgsCitation":"Patterson, J.L., and Somers, W., 1966, Magnitude and frequency of floods in the United States: Part 9. Colorado River Basin: U.S. Geological Survey Water Supply Paper 1683, Report: xvii, 475 p.; Plate: 29.50 x 44.45 inches, https://doi.org/10.3133/wsp1683.","productDescription":"Report: xvii, 475 p.; Plate: 29.50 x 44.45 inches","numberOfPages":"491","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":394849,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24892.htm"},{"id":28521,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1683/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138127,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1683/report-thumb.jpg"},{"id":28520,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1683/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona, California, Colorado, Nevada, Nevada, Utah, Wyoming","otherGeospatial":"Colorado River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115,\n              31.329\n            ],\n            [\n              -105.833,\n              31.329\n            ],\n            [\n              -105.833,\n              43.417\n            ],\n            [\n              -115,\n              43.417\n            ],\n            [\n              -115,\n              31.329\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6495a4","contributors":{"authors":[{"text":"Patterson, James L.","contributorId":17593,"corporation":false,"usgs":true,"family":"Patterson","given":"James","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145219,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Somers, William P.","contributorId":47346,"corporation":false,"usgs":true,"family":"Somers","given":"William P.","affiliations":[],"preferred":false,"id":145220,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":185,"text":"wsp1645 - 1966 - Quality of surface waters of the United States, 1959, 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":"wsp1645","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1645","title":"Quality of surface waters of the United States, 1959, 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/wsp1645","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1966, Quality of surface waters of the United States, 1959, Parts 9-14, Colorado River basin to Pacific slope basins in Oregon and lower Columbia River basin: U.S. Geological Survey Water Supply Paper 1645, xv, 524 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1645.","productDescription":"xv, 524 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":136329,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1645/report-thumb.jpg"},{"id":24796,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1645/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651aeb","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":527220,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1043,"text":"wsp1819I - 1966 - Ground-water development in the high plains of Colorado, with a section on chemical quality of the ground water","interactions":[],"lastModifiedDate":"2023-01-12T22:18:35.442921","indexId":"wsp1819I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"I","title":"Ground-water development in the high plains of Colorado, with a section on chemical quality of the ground water","docAbstract":"The High Plains of Colorado includes all or part of 11 counties and has an area of about 9,500 square miles. The land surface slopes eastward and in most areas is gently rolling owing to erosion by ephemeral streams. The Ogallala Formation, of Pliocene age, is the principal aquifer. In pierces it is overlain by dune sand, alluvium, or loess. The Ogallala is semiconsolidated and consists of sand, gravel, silt, clay, and caliche. \r\n\r\nThe Ogallala Formation is recharged by precipitation at a rate of about 0.85 inch per year. The water table slopes generally eastward. The major use of ground water is for irrigation. About 72,500 acre-feet of water was pumped from 428 wells to irrigate about 56,600 acres in 1962. Estimates of consumptive use made by the Blaney-Criddle method show that the optimum amount of water is being used to irrigate parts of the High Plains. At the end of the 1963 irrigation season, 525 irrigation wells each pumped more than 300 gallons per minute. Water levels decline as much as 10 feet in some places during the irrigation season but return almost to normal at the completion of pumping. By prorating transmissibility on the basis of lithologic descriptions from well logs, the average permeability of the Ogallala Formation in various places can be estimated. Most water from the Ogallala Formation in the High Plains is a calcium bicarbonate solution having a dissolved-solids content ranging from 100 to 600 parts per million. The water is generally hard; its calcium carbonate hardness ranges from 100 to 350 parts per million. Except for some ground water in the area south of the Cheyenne-Kiowa County line, the ground water analyzed was suitable for all uses.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1819I","usgsCitation":"Boettcher, A.J., and Brennan, R., 1966, Ground-water development in the high plains of Colorado, with a section on chemical quality of the ground water: U.S. Geological Survey Water Supply Paper 1819, Report: iv, 22 p.; 3 Plates: 30.50 x 29.00 inches or smaller, https://doi.org/10.3133/wsp1819I.","productDescription":"Report: iv, 22 p.; 3 Plates: 30.50 x 29.00 inches or smaller","costCenters":[],"links":[{"id":411813,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25027.htm","linkFileType":{"id":5,"text":"html"}},{"id":25700,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819i/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25699,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819i/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25698,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819i/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25697,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138008,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819i/report-thumb.jpg"}],"country":"United States","state":"Colorado","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -102.11372229864088,\n              40.977920576752354\n            ],\n            [\n              -104.87143967673825,\n              40.977920576752354\n            ],\n            [\n              -104.87143967673825,\n              37.00029750496559\n            ],\n            [\n              -102.11372229864088,\n              37.00029750496559\n            ],\n            [\n              -102.11372229864088,\n              40.977920576752354\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ced3","contributors":{"authors":[{"text":"Boettcher, Arnold J.","contributorId":93025,"corporation":false,"usgs":true,"family":"Boettcher","given":"Arnold","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":143081,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brennan, Robert","contributorId":105695,"corporation":false,"usgs":true,"family":"Brennan","given":"Robert","email":"","affiliations":[],"preferred":false,"id":143082,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2070,"text":"wsp1817A - 1966 - Organic acids in naturally colored surface waters","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp1817A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1817","chapter":"A","title":"Organic acids in naturally colored surface waters","docAbstract":"Most of the organic matter in naturally colored surface waters consists of a mixture of carboxylic acids or salts of these acids. Many of the acids color the water yellow to brown; however, not all of the acids are colored. These acids range from simple to complex, but predominantly they are nonvolatile polymeric carboxylic acids. \r\n\r\nThe organic acids were recovered from the water by two techniques: continuous liquid-liquid extraction with n-butanol and vacuum evaporation at 50?C (centigrade). The isolated acids were studied by techniques of gas, paper, and column chromatography and infrared spectroscopy. \r\n\r\nAbout 10 percent of the acids recovered were volatile or could be made volatile for gas chromatographic analysis. Approximately 30 of these carboxylic acids were isolated, and 13 of them were individually identified. The predominant part of the total acids could not be made volatile for gas chromatographic analysis. Infrared examination of many column chromatographic fractions indicated that these nonvolatile substances are primarily polymeric hydroxy carboxylic acids having aromatic and olefinic unsaturation. The evidence suggests that some of these acids result from polymerization in aqueous solution. Elemental analysis of the sodium fusion products disclosed the absence of nitrogen, sulfur, and halogens.","language":"ENGLISH","publisher":"U.S. G.P.O,","doi":"10.3133/wsp1817A","usgsCitation":"Lamar, W.L., and Goerlitz, D., 1966, Organic acids in naturally colored surface waters: U.S. Geological Survey Water Supply Paper 1817, iii, 17 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1817A.","productDescription":"iii, 17 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":138439,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1817a/report-thumb.jpg"},{"id":27623,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1817a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db544b7a","contributors":{"authors":[{"text":"Lamar, William L.","contributorId":15592,"corporation":false,"usgs":true,"family":"Lamar","given":"William","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":144634,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goerlitz, D.F.","contributorId":8445,"corporation":false,"usgs":true,"family":"Goerlitz","given":"D.F.","affiliations":[],"preferred":false,"id":144633,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1404,"text":"wsp1535K - 1966 - Chemical composition of rainfall, eastern North Carolina and southeastern Virginia","interactions":[],"lastModifiedDate":"2019-12-30T09:23:22","indexId":"wsp1535K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1535","chapter":"K","title":"Chemical composition of rainfall, eastern North Carolina and southeastern Virginia","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. General Printing Office","doi":"10.3133/wsp1535K","usgsCitation":"Gambell, A.W., and Fisher, D.W., 1966, Chemical composition of rainfall, eastern North Carolina and southeastern Virginia: U.S. Geological Survey Water Supply Paper 1535, Report: v, 41 p.; 1 Plate: 21.73 x 21.68 inches, https://doi.org/10.3133/wsp1535K.","productDescription":"Report: v, 41 p.; 1 Plate: 21.73 x 21.68 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":26497,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1535k/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26496,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1535k/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137409,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1535k/report-thumb.jpg"},{"id":109972,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24720.htm","linkFileType":{"id":5,"text":"html"},"description":"24720"}],"country":"United States","state":"North Carolina, Virginia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.5302734375,\n              33.87041555094183\n            ],\n            [\n              -78.50830078125,\n              33.779147331286474\n            ],\n            [\n              -77.14599609375,\n              34.30714385628804\n            ],\n            [\n              -75.76171875,\n              35.10193405724606\n            ],\n            [\n              -75.673828125,\n              35.99578538642032\n            ],\n            [\n              -76.00341796875,\n              36.65079252503471\n            ],\n            [\n              -76.728515625,\n              37.63163475580643\n            ],\n            [\n              -77.255859375,\n              38.59970036588819\n            ],\n            [\n              -79.2333984375,\n              37.71859032558816\n            ],\n            [\n              -80.5078125,\n              36.54494944148322\n            ],\n            [\n              -80.8154296875,\n              34.88593094075317\n            ],\n            [\n              -79.62890625,\n              34.77771580360469\n            ],\n            [\n              -78.5302734375,\n              33.87041555094183\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e4519","contributors":{"authors":[{"text":"Gambell, Arlo W.","contributorId":100822,"corporation":false,"usgs":true,"family":"Gambell","given":"Arlo","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":143692,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fisher, Donald W.","contributorId":106468,"corporation":false,"usgs":true,"family":"Fisher","given":"Donald","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":143693,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2190,"text":"wsp1809U - 1966 - Reconnaissance of the geology and ground-water resources in the Aurora area, St. Louis county, Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T09:59:15","indexId":"wsp1809U","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1809","chapter":"U","title":"Reconnaissance of the geology and ground-water resources in the Aurora area, St. Louis county, Minnesota","docAbstract":"<p>The Aurora area is a glaciated upland of drift-mantled slopes, channels, swamps, and glacial-lake plains. It covers about 24 square miles of the eastern part of the Mesabi Iron Range in northeastern Minnesota. A deep narrow channel along the Embarrass River, the principal outlet of a former large glacial lake north of the Embarrass Mountains, lies partly within the area.</p>\n<p>The deposits in the report area consist of bedrock and unconsolidated glacial drift. The 'bedrock belongs to the Animikie Group of late Preeambrian age and consists of taconite (an iron-rich silicate rock) in the northern part and slightly metamorphosed argillite in the middle and southern parts. Bedrock is exposed only in the open-pit iron mines. Large quantities of ground water are pumped from porous and permeable ore zones in the St. James Mine. Small quantities of ground water are obtainable from openings along bedding planes and fractures in the argillite. Unconsolidated deposits consisting of till and water-laid glacial and alluvial materials mantle the bedrock to depths ranging from about 20 feet in the north-central part of the Aurora area to more than 300 feet near the Embarrass River. Thick deposits of sand and gravel in the Embarrass channel are capable of yielding large quantites of water. At places along the Partridge River glaeiofluvial deposits (glacial sediments deposited in running water) could yield moderate to large quantities of water. Sandy to bouldery till yields small quantities of water to domestic wells.</p>\n<p>Well yields in the Aurora area range from less than 5 gpm (gallons per minute) to about 250 gpm from a well tapping an ore body. The specific capacity of wells penetrating ore zones ranges from about 7 gpm per foot of drawdown to 25 gpm per foot of drawdown. Although no attempt has been made to develop a high-yield well in the sand and gravel deposits of the Embarrass channel, more than 5,000 gpm is pumped from sumps which collect water from these deposits in the Embarrass mine. Most domestic wells yield about 5 gpm and are drilled and finished in sand or gravel in either the bouldery till or glaciofluvial deposits.</p>\n<p>Ground water from the unconsolidated deposits is hard and commonly contains large, undesirable amounts of iron and manganese. Water from the 'bedrock aquifers contains less iron and manganese than does water from the unconsolidated deposits.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1809U","collaboration":"Prepared in cooperation with the Department of Iron Range Resources and Rehabilitaion","usgsCitation":"Maclay, R.W., 1966, Reconnaissance of the geology and ground-water resources in the Aurora area, St. Louis county, Minnesota: U.S. Geological Survey Water Supply Paper 1809, Document: 20 p.; Plate: 24.0 x 19.5 inches, https://doi.org/10.3133/wsp1809U.","productDescription":"Document: 20 p.; Plate: 24.0 x 19.5 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":138265,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1809u/report-thumb.jpg"},{"id":27830,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809u/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1809u/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"St. Louis County","city":"Aurora","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.308333,\n              47.545833\n            ],\n            [\n              -92.308333,\n              47.483333\n            ],\n            [\n              -92.166667,\n              47.483333\n            ],\n            [\n              -92.166667,\n              47.545833\n            ],\n            [\n              -92.308333,\n              47.545833\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a64e4b07f02db637b63","contributors":{"authors":[{"text":"Maclay, Robert W.","contributorId":13210,"corporation":false,"usgs":true,"family":"Maclay","given":"Robert","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144798,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":187,"text":"wsp1883 - 1966 - Quality of surface waters of the United States, 1961, Parts 5 and 6, Hudson Bay and upper Mississippi River basins and Missouri River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1883","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1883","title":"Quality of surface waters of the United States, 1961, Parts 5 and 6, Hudson Bay and upper Mississippi River basins and Missouri River basin","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1883","usgsCitation":"Love, S.K., 1966, Quality of surface waters of the United States, 1961, Parts 5 and 6, Hudson Bay and upper Mississippi River basins and Missouri River basin: U.S. Geological Survey Water Supply Paper 1883, viii, 315 p. :tables ;23 cm., https://doi.org/10.3133/wsp1883.","productDescription":"viii, 315 p. :tables ;23 cm.","costCenters":[],"links":[{"id":136331,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1883/report-thumb.jpg"},{"id":24798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1883/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651b77","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":142058,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2192,"text":"wsp1823 - 1966 - Sedimentation and chemical quality of surface water in the Heart River drainage basin, North Dakota","interactions":[],"lastModifiedDate":"2018-03-12T15:33:39","indexId":"wsp1823","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1823","title":"Sedimentation and chemical quality of surface water in the Heart River drainage basin, North Dakota","docAbstract":"<p>The Heart River drainage basin of southwestern North Dakota comprises an area of 3,365 square miles and lies within the Missouri Plateau of the Great Plains province. Streamflow of the Heart River and its tributaries during 1949-58 was directly proportional to .the drainage area. After the construction of Heart Butte Dam in 1949 and Dickinson Dam in 1950, the mean annual streamflow near Mandan was decreased an estimated 10 percent by irrigation, evaporation from the two reservoirs, and municipal use. </p><p>Processes that contribute sediment to the Heart River are mass wasting, advancement of valley heads, and sheet, lateral stream, and gully erosion. In general, glacial deposits, terraces, and bars of Quaternary age are sources of sand and larger sediment, and the rocks of Tertiary age are sources of clay, silt. and sand. The average annual suspended-sediment discharges near Mandan were estimated to be 1,300,000 tons for 1945-49 and 710,000 tons for 1970-58. </p><p>The percentage composition of ions in water of the Heart River, based on average concentrations in equivalents per million for selected ranges of streamflow, changes with flow and from station to station. During extremely low flows the water contains a large percentage of sodium and about equal percentages of bicarbonate and .sulfate, and during extremely high flows the water contains a large percentage of calcium plus magnesium and bicarbonate. The concentrations, in parts per million, of most of the ions vary inversely with flow. </p><p>The water in the reservoirs--Edward Arthur Patterson Lake and Lake Tschida--during normal or above-normal runoff is of suitable quality for public use. Generally, because of medium or high salinity hazards, the successful long-term use of Heart River water for irrigation will depend on a moderate amount of leaching, adequate drainage, ,and the growing of crops that have moderate or good salt tolerance.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1823","usgsCitation":"Maderak, M.L., 1966, Sedimentation and chemical quality of surface water in the Heart River drainage basin, North Dakota: U.S. Geological Survey Water Supply Paper 1823, Report: v, 42 p.; Plate: 18.48 x 12.99 inches, https://doi.org/10.3133/wsp1823.","productDescription":"Report: v, 42 p.; Plate: 18.48 x 12.99 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":247119,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1823/plate-1.pdf","size":"1078","linkFileType":{"id":1,"text":"pdf"}},{"id":138275,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1823/report-thumb.jpg"},{"id":27833,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1823/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbcd0","contributors":{"authors":[{"text":"Maderak, Marion L.","contributorId":103248,"corporation":false,"usgs":true,"family":"Maderak","given":"Marion","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":144801,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2007,"text":"wsp1869B - 1966 - Effect of vertical motion on current meters","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp1869B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1869","chapter":"B","title":"Effect of vertical motion on current meters","docAbstract":"The effect of vertical motion on the performance of current meters at various stream velocities was evaluated to determine whether accurate discharge measurements can be made from a bobbing boat. \r\n\r\nThree types of current meters--Ott, Price, and vane types--were tested under conditions simulating a bobbing boat. A known frequency and amplitude of vertical motion were imparted to the current meter, and the related effect on the measured stream velocity was determined. One test of the Price meter was made under actual conditions, using a boat and standard measuring gear. The results of the test under actual conditions verified those obtained by simulating the vertical movements of a boat. \r\n\r\nThe tests show that for stream velocities below 2.5 feet per second the accuracy of all three meters is significantly affected when the meters are subjected to certain conditions of vertical motion that can occur during actual field operations. Both the rate of vertical motion and the frequency of vertical oscillation affect the registration of the meter. \r\n\r\nThe results of these tests, presented in the form of graphs and tables, can be used as a guide to determine whether wind and stream flow are within an acceptable range for a reliable discharge measurement from a boat.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1869B","usgsCitation":"Kallio, N.A., 1966, Effect of vertical motion on current meters: U.S. Geological Survey Water Supply Paper 1869, iv, 20 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1869B.","productDescription":"iv, 20 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1869b/report-thumb.jpg"},{"id":27452,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1869b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625434","contributors":{"authors":[{"text":"Kallio, Nicholas A.","contributorId":15992,"corporation":false,"usgs":true,"family":"Kallio","given":"Nicholas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144517,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2574,"text":"wsp1594D - 1966 - Induced recharge of an artesian glacial-drift aquifer at Kalamazoo, Michigan","interactions":[],"lastModifiedDate":"2017-01-23T10:30:02","indexId":"wsp1594D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1594","chapter":"D","title":"Induced recharge of an artesian glacial-drift aquifer at Kalamazoo, Michigan","docAbstract":"<p>As part of a program for managing its ground-water supply, the city of Kalamazoo has constructed induced-recharge facilities at the sites of several of its well fields. To determine the benefits of induced recharge in a water-management program, the U.S. Geological Survey, in cooperation with the city, conducted a series of field experiments at a city well field (Station 9). The 12 production wells at the test site penetrate about 160 feet of glacial drift, which can be separated into three general units a lower aquifer, an intervening confining layer, and an upper aquifer. Although the upper aquifer is not tapped by any of the municipal supply wells, it serves as a storage and transmission medium for water from the West Fork Portage Creek. </p><p>The testing program consisted of four aquifer and three recharge tests. The aquifer tests show that the transmissibility of the upper and lower aquifers ranges from 50,000 to 100,000 gallons per day per foot and indicate that nearly 200 gpm (gallons per minute) leaks through the intervening aquiclude under nonpumping conditions. The object of the three recharge tests (tests 5, 6, and 7) was to observe the effects of induced recharge by varying conditions in the recharge channel. During the three recharge tests, 7 wells were pumped at a total rate averaging about 2,500 gpm. During test 5, inflow to the channel was shut off, and the water level in the channel was allowed to decline. Drawdowns measured during this test were used as a standard for comparison with drawdowns in tests 6 and 7. During test 6, the head in the recharge channel was maintained as constant as possible, and the inflow to the channel was measured. The rate of induced recharge, as indicated by the measured inflow, averaged about 300 gpm. Between tests 6 and 7, the area of the channel was increased from 27,000 to 143,000 square feet. During test 7, the head in the channel was again maintained as constant as possible, but the inflow to the larger channel increased to about 600 gpm. </p><p>The principal effect of induced recharge on the two aquifers was to reduce the amount and rate of drawdown. Therefore, where water levels and artesian pressures can be maintained at high stages, the result is lower pumping costs and increased rates of withdrawal during periods of peak demand.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1594D","collaboration":"Prepared in cooperation with the city of Kalamazoo and the Michigan Geological Survey","usgsCitation":"Reed, J., Deutsch, M., and Wiitala, S., 1966, Induced recharge of an artesian glacial-drift aquifer at Kalamazoo, Michigan: U.S. Geological Survey Water Supply Paper 1594, Document: v, 62 p.; 2 Plates: 16.00 x 14.83 inches and 16.00 x 14.86 inches, https://doi.org/10.3133/wsp1594D.","productDescription":"Document: v, 62 p.; 2 Plates: 16.00 x 14.83 inches and 16.00 x 14.86 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":28848,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1594d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28849,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1594d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1594d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138132,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1594d/report-thumb.jpg"}],"country":"United States","state":"Michigan","city":"Kalamazoo","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85.7647705078125,\n              42.15755006002979\n            ],\n            [\n              -85.7647705078125,\n              42.33342299848599\n            ],\n            [\n              -85.53131103515625,\n              42.33342299848599\n            ],\n            [\n              -85.53131103515625,\n              42.15755006002979\n            ],\n            [\n              -85.7647705078125,\n              42.15755006002979\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f3e4b07f02db5efc21","contributors":{"authors":[{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":145424,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Deutsch, Morris","contributorId":69119,"corporation":false,"usgs":true,"family":"Deutsch","given":"Morris","email":"","affiliations":[],"preferred":false,"id":145426,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wiitala, S.W.","contributorId":41806,"corporation":false,"usgs":true,"family":"Wiitala","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":145425,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":191,"text":"wsp1950 - 1966 - Quality of surface waters of the United States, 1963, Parts 7 and 8, lower Mississippi River basin and western Gulf of Mexico basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1950","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1950","title":"Quality of surface waters of the United States, 1963, Parts 7 and 8, lower Mississippi River basin and western Gulf of Mexico basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1950","usgsCitation":"Love, S.K., 1966, Quality of surface waters of the United States, 1963, Parts 7 and 8, lower Mississippi River basin and western Gulf of Mexico basins: U.S. Geological Survey Water Supply Paper 1950, xii, 635 p. ;23 cm., https://doi.org/10.3133/wsp1950.","productDescription":"xii, 635 p. ;23 cm.","costCenters":[],"links":[{"id":136096,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1950/report-thumb.jpg"},{"id":24802,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1950/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651a8a","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":142062,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2565,"text":"wsp1767 - 1966 - Delaware water","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp1767","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1767","title":"Delaware water","language":"ENGLISH","publisher":"U. S. Dept of the Interior, Geological Survey; for sale by the Superintendent of Documents, U.S. Govt. Print. Off.,","doi":"10.3133/wsp1767","usgsCitation":"Rasmussen, W., Odell, J.W., and Beamer, N.H., 1966, Delaware water: U.S. Geological Survey Water Supply Paper 1767, vii, 106 p. :illus. (part col.) maps (part col.) ;24 cm., https://doi.org/10.3133/wsp1767.","productDescription":"vii, 106 p. :illus. (part col.) maps (part col.) ;24 cm.","costCenters":[],"links":[{"id":138584,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1767/report-thumb.jpg"},{"id":28831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1767/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db672361","contributors":{"authors":[{"text":"Rasmussen, William Charles","contributorId":12021,"corporation":false,"usgs":true,"family":"Rasmussen","given":"William Charles","affiliations":[],"preferred":false,"id":145407,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Odell, John W.","contributorId":100364,"corporation":false,"usgs":true,"family":"Odell","given":"John","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":145409,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Beamer, Norman Howard","contributorId":43738,"corporation":false,"usgs":true,"family":"Beamer","given":"Norman","email":"","middleInitial":"Howard","affiliations":[],"preferred":false,"id":145408,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1953,"text":"wsp1869C - 1966 - Velocity-head coefficients in open channels","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp1869C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1869","chapter":"C","title":"Velocity-head coefficients in open channels","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1869C","usgsCitation":"Hulsing, H., Smith, W., and Cobb, E.D., 1966, Velocity-head coefficients in open channels: U.S. Geological Survey Water Supply Paper 1869, v, 45 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1869C.","productDescription":"v, 45 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138543,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1869c/report-thumb.jpg"},{"id":27293,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1869c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6022a8","contributors":{"authors":[{"text":"Hulsing, Harry","contributorId":62200,"corporation":false,"usgs":true,"family":"Hulsing","given":"Harry","email":"","affiliations":[],"preferred":false,"id":144428,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, Winchell","contributorId":20311,"corporation":false,"usgs":true,"family":"Smith","given":"Winchell","email":"","affiliations":[],"preferred":false,"id":144426,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cobb, Ernest D.","contributorId":25139,"corporation":false,"usgs":true,"family":"Cobb","given":"Ernest","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":144427,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1813,"text":"wsp1819F - 1966 - Recharge studies on the High Plains in northern Lea County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp1819F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"F","title":"Recharge studies on the High Plains in northern Lea County, New Mexico","docAbstract":"The area described in this report is that part of the southern High Plains principally within northern Lea County, N. Mex. ; it comprises about 1,400,000 acres. Hydrologic boundaries isolate the main aquifer of the area, the Ogallala Formation, from outside sources of natural recharge other than precipitation on the area. Natural recharge to this aquifer from the 15-inch average annual precipitation for the period 1949-60 is estimated to be about 95,000 acre-ft (acre-feet) which is between the 59,000 and 118,000 acre-ft a year obtained from the This estimate (1934) of ? to 1 inch a year. About one-sixth of the water pumped for irrigation, or an average of about 23,000 acre-ft a year in the period \r\n1949-60, returns to the aquifer. The estimated long-term (1939-60) average \r\nannual recharge to the aquifer is about 77,000 acre-ft. \r\n\r\nDischarge from the aquifer is by pumping and underflow from the area. Gross pumpage averaged about 151,000 acre-ft a year in the period 1949-60. Underflow from the area is estimated to have been about 36,000 acre-ft a year. Thus, the estimated average annual discharge from the aquifer was about 187,000 acre-ft a year, and this exceeded recharge by about 69,000 acre-ft a year. This overdraft is reflected in a general net decline of the water table of 10 ft in the period 1950-60 and net declines of as much as 30 feet in local areas. \r\n\r\nData obtained during this study indicate that about 100,000 acre-ft of water collects in closed depressions on the surface of the High Plains in years when precipitation is normal. Studies of water losses from ponds in selected depressions indicate that between 20 and 80 percent of this loss recharges the groundwater body and the balance is lost to evapotranspiration, principally evaporation. Artificial recharge facilities constructed in the depressions could put at least 50,000 acre-ft of water underground annually that otherwise would be lost to evaporation. Recharging through pits or spreading ponds would cost less per unit volume of water than recharge through wells.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1819F","usgsCitation":"Havens, J., 1966, Recharge studies on the High Plains in northern Lea County, New Mexico: U.S. Geological Survey Water Supply Paper 1819, vii, 52 p. :ill., maps ;24 cm. + plates folded in pocket., https://doi.org/10.3133/wsp1819F.","productDescription":"vii, 52 p. :ill., maps ;24 cm. + plates folded in pocket.","costCenters":[],"links":[{"id":137175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819f/report-thumb.jpg"},{"id":27004,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27005,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27006,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27007,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819f/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27008,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629844","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":144198,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1081,"text":"wsp1819D - 1966 - Water resources of Fort Huachuca Military Reservation, southeastern Arizona","interactions":[],"lastModifiedDate":"2023-02-07T20:29:25.76919","indexId":"wsp1819D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1966","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":"1819","chapter":"D","title":"Water resources of Fort Huachuca Military Reservation, southeastern Arizona","docAbstract":"<p>The Fort Huachuca Military Reservation, on the northeast flank of the Huachuca Mountains, is in the southern part of the San Pedro River drainage in the Basin and Range physiographic province in Arizona. The main sources of water available in the reservation area are ground water stored in two unconsolidated sedimentary deposits filling the San Pedro basin, and spring flow in Garden &middot;and Huachuca Canyons in the Huachuca Mountains.</p>\n<p>The unconsolidated deposits are divided into the upper and lower units of basin flu. These units yield the major part of the fort's water supply, and pumping from them has caused the water level in the Fort Huachuca well field to decline 3 feet per year. All the upper unit and 40 feet of the 220-foot-thick lower unit have seen dewatered in post wells 1 and 2. In Garden Canyon, spring flow is derived from solution channels and &nbsp;fractures in carbonate rocks; and in Huachuca Canyon, from fractures in mudstone, sandstone, carbonate rocks, &middot;and granite. The flow from springs generally is not used by the fort, but it is sufficient to supply the entire water demand during some periods.</p>\n<p>Spring flow, if used to supplement the ground-water supply, will decrease the draft on the ground-water reservoir in the two basin-fill units; or it could be used for artificial recharge to these aquifers. A second well field, if developed in the North Gate-Libby Field area, would partly accomplish the same result by decreasing the heavily concentrated draft on the ground-water reservoir of the Fort Huachuca well field, and by utilizing ground water that now moves unused northeastward to the San Pedro River.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, DC","doi":"10.3133/wsp1819D","usgsCitation":"Brown, S., Davidson, E., Kister, L., and Thomsen, B.W., 1966, Water resources of Fort Huachuca Military Reservation, southeastern Arizona: U.S. Geological Survey Water Supply Paper 1819, Report: v, 57 p.; 2 Plates: 33.50 x 39.00 inches and 16.00 x 9.50 inches, https://doi.org/10.3133/wsp1819D.","productDescription":"Report: v, 57 p.; 2 Plates: 33.50 x 39.00 inches and 16.00 x 9.50 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":25795,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":278836,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1819d/report.pdf"},{"id":137099,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1819d/report-thumb.jpg"},{"id":25796,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1819d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412823,"rank":5,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25022.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Arizona","otherGeospatial":"Fort Huachuca Military Reservation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.5,\n              31.4\n            ],\n            [\n              -110.5,\n              31.75\n            ],\n            [\n              -110.117,\n              31.75\n            ],\n            [\n              -110.117,\n              31.4\n            ],\n            [\n              -110.5,\n              31.4\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0821","contributors":{"authors":[{"text":"Brown, S. 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