Analyses of data collected from two small basins in northern Pennsylvania during the period May 1954-September 1960 indicated a general relationship between changes in land use and land treatment and changes in suspended-sediment discharge from the basins. Extensive land use and land-treatment changes have taken place in the 12.2 square-mile Corey Creek study basin while such changes in the 10.2 square-mile Elk Run basin, which is adjacent to the northeast, have been relatively slight. Elk Run basin, which is topographically and hydrologically similar to Corey Creek basin, was used as an external control for the Corey Creek basin study.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Harrisburg, PA","doi":"10.3133/ofr6492","collaboration":"Prepared in cooperation with the Commonwealth of Pennsylvania, Department of Agriculture, State Soil and Water Conservation Commission","usgsCitation":"Jones, B.L., 1964, Sedimentation and land use in Core Creek and Elk Run basins, Pennsylvania, 1954-60 (A progress report): U.S. Geological Survey Open-File Report 64-92, 112 p., https://doi.org/10.3133/ofr6492.","productDescription":"112 p.","numberOfPages":"120","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":179015,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr6492.jpg"},{"id":326110,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1964/0092/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Corey Creek, Elk Run Basin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-76.9651,42.0023],[-76.9291,42.0024],[-76.9238,41.9711],[-76.9209,41.9507],[-76.9162,41.918],[-76.9051,41.8466],[-76.9022,41.8257],[-76.9022,41.8248],[-76.8993,41.808],[-76.8987,41.8007],[-76.8976,41.783],[-76.8936,41.7503],[-76.8907,41.7267],[-76.8873,41.6999],[-76.885,41.6781],[-76.8838,41.6717],[-76.8833,41.6681],[-76.8805,41.6363],[-76.8747,41.599],[-76.8747,41.5968],[-76.8772,41.5941],[-76.8932,41.586],[-76.9,41.5842],[-76.9073,41.5824],[-76.9129,41.5815],[-76.9135,41.5815],[-76.9147,41.582],[-76.9159,41.5825],[-76.9172,41.5825],[-76.9202,41.5811],[-76.9233,41.577],[-76.9258,41.5721],[-76.9308,41.5698],[-76.9375,41.5685],[-76.9455,41.5667],[-76.9517,41.5644],[-76.9572,41.5608],[-76.961,41.5559],[-76.9634,41.5522],[-76.999,41.551],[-77.0009,41.5506],[-77.0751,41.5481],[-77.1279,41.5469],[-77.1979,41.5457],[-77.25,41.5449],[-77.2807,41.5445],[-77.2954,41.5441],[-77.315,41.5442],[-77.3335,41.5442],[-77.3512,41.5442],[-77.3905,41.5438],[-77.4034,41.5438],[-77.4801,41.5434],[-77.4813,41.5434],[-77.4868,41.5434],[-77.4997,41.5434],[-77.5193,41.5434],[-77.5978,41.5424],[-77.5991,41.5424],[-77.5997,41.5497],[-77.601,41.5987],[-77.601,41.6128],[-77.6017,41.6437],[-77.6017,41.6518],[-77.603,41.6999],[-77.603,41.7186],[-77.6043,41.7472],[-77.6043,41.7499],[-77.6043,41.7558],[-77.605,41.7944],[-77.605,41.8007],[-77.6056,41.8093],[-77.6056,41.8121],[-77.6057,41.8334],[-77.6063,41.8402],[-77.6076,41.9015],[-77.6076,41.9174],[-77.6077,41.9211],[-77.6096,41.9998],[-77.4394,42.001],[-77.1767,42.0002],[-77.1133,42.001],[-76.9651,42.0023]]]},\"properties\":{\"name\":\"Tioga\",\"state\":\"PA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbcdc","contributors":{"authors":[{"text":"Jones, Benjamin L.","contributorId":78313,"corporation":false,"usgs":true,"family":"Jones","given":"Benjamin","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":245296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":52439,"text":"ofr64167 - 1964 - Flow characteristics of Wisconsin streams: Flow-duration, Hhgh-flow, and low-flow tables for selected streams through water-year 1960","interactions":[],"lastModifiedDate":"2015-10-13T12:41:03","indexId":"ofr64167","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":"64-167","title":"Flow characteristics of Wisconsin streams: Flow-duration, Hhgh-flow, and low-flow tables for selected streams through water-year 1960","docAbstract":"The collection of data on the flow of rivers in Wisconsin started on a continuing basis in 1913. A few streamflow records were started in the late 1800's, one as early as 1888 (Chippewa River at Chippewa Falls). Much of the work has been done under cooperative arrangements between the U.S. Geological Survey and various State and Federal agencies. These data have been published in the form of daily discharge tables, and monthly and yearly summaries.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df625","contributors":{"authors":[{"text":"Young, K.B.","contributorId":77997,"corporation":false,"usgs":true,"family":"Young","given":"K.B.","email":"","affiliations":[],"preferred":false,"id":245345,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":52429,"text":"ofr64140 - 1964 - Hydrologic data for the Lambayeque Valley, northern Peru (basic records)","interactions":[],"lastModifiedDate":"2012-02-02T00:11:32","indexId":"ofr64140","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":"64-140","title":"Hydrologic data for the Lambayeque Valley, northern Peru (basic records)","language":"ENGLISH","doi":"10.3133/ofr64140","usgsCitation":"Schoff, S., and Sayan, M.J., 1964, Hydrologic data for the Lambayeque Valley, northern Peru (basic records): U.S. Geological Survey Open-File Report 64-140, 52 p., https://doi.org/10.3133/ofr64140.","productDescription":"52 p.","costCenters":[],"links":[{"id":179243,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6082da","contributors":{"authors":[{"text":"Schoff, S.L.","contributorId":107365,"corporation":false,"usgs":true,"family":"Schoff","given":"S.L.","email":"","affiliations":[],"preferred":false,"id":245331,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sayan, M. Juan Luis","contributorId":75217,"corporation":false,"usgs":true,"family":"Sayan","given":"M.","email":"","middleInitial":"Juan Luis","affiliations":[],"preferred":false,"id":245330,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":52421,"text":"ofr64115 - 1964 - Compilation of water-temperature data for Oregon streams","interactions":[],"lastModifiedDate":"2012-02-02T00:11:32","indexId":"ofr64115","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":"64-115","title":"Compilation of water-temperature data for Oregon streams","language":"ENGLISH","doi":"10.3133/ofr64115","usgsCitation":"Moore, A., 1964, Compilation of water-temperature data for Oregon streams: U.S. Geological Survey Open-File Report 64-115, 134 p., https://doi.org/10.3133/ofr64115.","productDescription":"134 p.","costCenters":[],"links":[{"id":179168,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1964/0115/report-thumb.jpg"},{"id":86860,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1964/0115/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86861,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1964/0115/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a9763","contributors":{"authors":[{"text":"Moore, A.M.","contributorId":87909,"corporation":false,"usgs":true,"family":"Moore","given":"A.M.","email":"","affiliations":[],"preferred":false,"id":245316,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":52414,"text":"ofr64106 - 1964 - Ground-water data for southwestern King County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:11:32","indexId":"ofr64106","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":"64-106","title":"Ground-water data for southwestern King County, Washington","language":"ENGLISH","doi":"10.3133/ofr64106","usgsCitation":"Luzier, J., 1964, Ground-water data for southwestern King County, Washington: U.S. Geological Survey Open-File Report 64-106, 200 p., https://doi.org/10.3133/ofr64106.","productDescription":"200 p.","costCenters":[],"links":[{"id":179093,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cf6a","contributors":{"authors":[{"text":"Luzier, J. E.","contributorId":7687,"corporation":false,"usgs":true,"family":"Luzier","given":"J. E.","affiliations":[],"preferred":false,"id":245308,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57732,"text":"ofr64169 - 1964 - Ground-water levels in observation wells in Oklahoma, 1961-62","interactions":[],"lastModifiedDate":"2018-11-16T09:34:27","indexId":"ofr64169","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":"64-169","title":"Ground-water levels in observation wells in Oklahoma, 1961-62","docAbstract":"The investigation of the ground-water resources of Oklahoma by the U. S. Geological Survey in cooperation with the Oklahoma Water Resources Board includes a continuing program to collect records of water levels in selected observation wells on a systematic basis. These water-level records: (1) provide an index to available ground-water supplies; (2) facilitate the prediction of trends in water levels that will indicate likely changes in storage; (3) aid in the prediction of the base flow of streams; (4) provide information for use in basic research; (5) provide long-term continuous records of fluctuations of water levels in representative wells; and (6) serve as a framework to which other types of hydrologic data may be related.
Prior to 1956, measurements of water levels in observation wells in Oklahoma were included in water-supply papers published annually by the U. S. Geological Survey (table 1). Beginning with the 1956 calendar year, however, Geological Survey water-level reports will contain only records of a selected network of observation wells, and will be published at 5-year intervals. The first of this series, for the 1956-59 period, was published in 1962.
This report has been prepared primarily to present water-level records of wells not included in the Federal network. However, for the sake of completeness it includes water-level records of Federal wells that either have been or will be published in Water-Supply Papers since 1955. This report, which contains water-level records for the 2-year period (1961-62), is the second of a series presenting water-level records for all permanent observation wells in Oklahoma. The first report, published in 1963, contains water-level records for the 5-year period (1956-60).
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Map","code":"MR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"38","title":"Placer gold occurrences in Alaska","docAbstract":"The following references give data on localities of placer gold by quadrangle and are keyed by number within each quadrangle to locations shown on map. The quadrangle boundaries and names used on the map are those selected by the U. S. Geological Survey for topographic mapping in Alaska on a scale of 1:250,000. The references cited for each group of localities are the most complete or most recent descriptions as of December 31, 1960.
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The lengthened sequence consists of the original observations and regressed values plus noise, where the noise is a random variable with zero mean and variance proportional to the variance of the observations for the short sequence about the line of regression. Estimates of the mean and variance for the lengthened sequence are shown to be unbiased. If the correlation coefficient, which measures the strength of the linear regression, exceeds about 0.5, then the estimates of the mean and variance based on the lengthened sequence are better estimators of the population values of the mean and variance than the estimates based on the observations for the short sequence. If noise is not added to the regressed values, the correlation coefficient must exceed about 0.8 to obtain improvement in the estimates by use of correlated values.","language":"ENGLISH","doi":"10.3133/pp434E","usgsCitation":"Matalas, N., and Jacobs, B., 1964, A correlation procedure for augmenting hydrologic data: U.S. Geological Survey Professional Paper 434, p. E1-E7, https://doi.org/10.3133/pp434E.","productDescription":"p. E1-E7","costCenters":[],"links":[{"id":124736,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0434e/report-thumb.jpg"},{"id":65977,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0434e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af623","contributors":{"authors":[{"text":"Matalas, N.C.","contributorId":25173,"corporation":false,"usgs":true,"family":"Matalas","given":"N.C.","affiliations":[],"preferred":false,"id":220692,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jacobs, Barbara","contributorId":20389,"corporation":false,"usgs":true,"family":"Jacobs","given":"Barbara","email":"","affiliations":[],"preferred":false,"id":220691,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":39025,"text":"pp391C - 1964 - Quantitative interpretation of mineralogical composition from X-ray and chemical data for the Pierre Shale","interactions":[],"lastModifiedDate":"2012-02-02T00:10:36","indexId":"pp391C","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":"391","chapter":"C","title":"Quantitative interpretation of mineralogical composition from X-ray and chemical data for the Pierre Shale","language":"ENGLISH","doi":"10.3133/pp391C","usgsCitation":"Schultz, L., 1964, Quantitative interpretation of mineralogical composition from X-ray and chemical data for the Pierre Shale: U.S. Geological Survey Professional Paper 391, p. C1-C31, https://doi.org/10.3133/pp391C.","productDescription":"p. C1-C31","costCenters":[],"links":[{"id":120530,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0391c/report-thumb.jpg"},{"id":66166,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0391c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":66167,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0391c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685ea5","contributors":{"authors":[{"text":"Schultz, L.G.","contributorId":62617,"corporation":false,"usgs":true,"family":"Schultz","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":220822,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2656,"text":"wsp1669R - 1964 - Geology and ground-water conditions of the Redwood Falls area, Redwood County, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T10:16:10","indexId":"wsp1669R","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":"1669","chapter":"R","title":"Geology and ground-water conditions of the Redwood Falls area, Redwood County, Minnesota","docAbstract":"The Redwood Falls area includes about 80 square miles in southwestern Minnesota and is about 100 miles west of Minneapolis and St. Paul. Its surface is a gently undulating glacial-drift plain, interrupted in part by the large Minnesota River valley and the tributary Redwood River valley. The drift plain was laid down by the Des Moines lobe of the Wisconsin Glaciation and consists chiefly of ground moraine and several subdued recessional moraines. The glacial drift rests either on Precambrian gneiss or on thin patches of Cretaceous sedimentary strata that overlie the Precambrian bedrock.
\nThe glacial drift consists principally of till and some outwash and ranges in thickness from 0 to about 260 feet. It is the chief source of ground water, yielding small supplies almost anywhere in the area and large supplies in at least two places. Where the drift is absent, thin, or impermeable, small yields commonly are obtained from the Precambrian bedrock.
\nThe most notable aquifers in the area are three buried outwash deposits that are associated with a conspicuous southeastward-trending buried bedrock valley. The tops of the aquifers occur about 70,120, and 200 feet below the land surface, and their maximum known thicknesses are about 25, 55, and 45 feet, respectively. The aquifers are confined largely by relatively impermeable till; however, owing to the movement of water through the till, the drift may be regarded as a hydraulic unit.
\nThe main source of recharge to the ground-water reservoir is local precipitation, and most of the natural discharge is by evapotranspiration. The water table ranges in depth from 0 to about 30 feet below the land surface.
\nAquifer tests were made on the three outwash aquifers to determine their hydraulic characteristics. The coefficient of transmissibility (T) of the 200-foot aquifer is about 126,000 gpd (gallons per day) per ft, and the coefficient of storage (8) is about 0.0002. The T and S values of the 120-foot aquifer are about the same as for the 200-foot aquifer. For the 70-foot aquifer the value of T is about 70,000 gpd per ft, and S is about 0.0007. The data suggest that when the artesian head in the aquifers is lowered by pumping, recharge is induced by leakage from the confining beds.
\nThe 120-foot aquifer is considered the best known source of ground water In the area. The city of Redwood Falls has used this aquifer for its water supply since August 1955 and, in 1960, pumped about 106 million gallons from it. The water level in the aquifer had stabilized by late 1956; considerable additional water probably can be obtained from the aquifer. Although the 70-foot aquifer is not as extensive or as thick as the one at 120 feet, large amounts of water probably can be obtained from this aquifer also. The 200-foot aquifer is narrow, elongate, and irregular in form and appears to be very permeable only locally.
\nChemical analyses show that water from the glacial-drift aquifers is primarily of the bicarbonate type, is hard, and contains an excessive amount of iron. In places water from the Precambrian bedrock is much softer than water from the drift.
","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1669R","collaboration":"Prepared in cooperation wit the Division of Waters, Minnesota Department of Conservation, and the city of Redwood Falls","usgsCitation":"Schiner, G.R., and Schneider, R., 1964, Geology and ground-water conditions of the Redwood Falls area, Redwood County, Minnesota: U.S. Geological Survey Water Supply Paper 1669, Document: iv, 46 p.; 11 Plates: 37.00 x 22.43 inches or smaller, https://doi.org/10.3133/wsp1669R.","productDescription":"Document: iv, 46 p.; 11 Plates: 37.00 x 22.43 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":28979,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28986,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138209,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669r/report-thumb.jpg"},{"id":28987,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28985,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28988,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28980,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28981,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28982,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28983,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28984,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28989,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669r/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669r/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Redwood County","otherGeospatial":"Redwood Falls area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.25,\n 44.6\n ],\n [\n -95.25,\n 44.5\n ],\n [\n -95.016667,\n 44.5\n ],\n [\n -95.016667,\n 44.6\n ],\n [\n -95.25,\n 44.6\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685f8a","contributors":{"authors":[{"text":"Schiner, George R.","contributorId":22743,"corporation":false,"usgs":true,"family":"Schiner","given":"George","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145564,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, Robert","contributorId":102460,"corporation":false,"usgs":true,"family":"Schneider","given":"Robert","email":"","affiliations":[],"preferred":false,"id":145565,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2029,"text":"wsp1617A - 1964 - Discharge characteristics of embankment-shaped weirs","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1617A","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":"1617","chapter":"A","title":"Discharge characteristics of embankment-shaped weirs","docAbstract":"An embankment-shaped weir is an embankment overtopped by flood waters. Among the engineering problems frequently resulting from. this occurrence is the need to compute the peak discharge from postflood yield observations. The research described in this. report was concerned with the theoretical and experimental bases for the computation procedure. \r\n\r\nThe research had two main objectives. One was to determine the relationship between embankment form and roughness and some of the more important discharge characteristics. The second was to define, theoretically and experimentally, the relationship between free-flow discharge and the boundary layer on the roadway. The first objective was accomplished with the experimental determination of coefficients of discharge and other significant flow characteristics for a variety of boundary and flow conditions. The second objective was accomplished with the development and experimental verification of a discharge equation which involved the boundary layer displacement thickness. This phase of the research included a general investigation of boundary layer growth on the roadway. \r\n\r\nIt is included that both free- and submerged-flow discharge are virtually independent of the influence of embankment shape and relative height. The influence of boundary resistance is appreciable only for smaller heads. The most practical solution for discharge is one which is based on. the simple weir equation and experimentally determined coefficients. A completely analytical equation of discharge is impractical. \r\n\r\nThe report contains the results of 936 experiments on the discharge characteristics of 17 different models; plus 106 boundary-layer velocity traverses on 4 different models. The data are summarized in both graphical and tabular form.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1617A","usgsCitation":"Kindsvater, C.E., 1964, Discharge characteristics of embankment-shaped weirs: U.S. Geological Survey Water Supply Paper 1617, v, 11 p. :tables, graphs, diagrs, illus. ;24 cm., https://doi.org/10.3133/wsp1617A.","productDescription":"v, 11 p. :tables, graphs, diagrs, illus. ;24 cm.","costCenters":[],"links":[{"id":137646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1617a/report-thumb.jpg"},{"id":27502,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1617a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae939","contributors":{"authors":[{"text":"Kindsvater, Carl E.","contributorId":73182,"corporation":false,"usgs":true,"family":"Kindsvater","given":"Carl","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144552,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1947,"text":"wsp1748 - 1964 - Apparatus and techniques for measuring bedload","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp1748","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":"1748","title":"Apparatus and techniques for measuring bedload","docAbstract":"The need for accurate determinations of the total sediment discharge of particles of bedload size has prompted this investigation of available and possible measuring apparatus and procedures. The accuracy of measurements of sediment discharge made with trap-type samplers is affected by the variability of sampler efficiency, by the oscillatory variation of bedload discharge, and by sampler placement. Equations that were developed for determining total discharge from measured bedioad discharge and measured suspended-sediment discharge are simplest if the bedload apparatus measures only the true bedload. \r\n\r\nEarly bedload samplers are generally unsatisfactory. Recently developed or suggested apparatus include various improved samplers of the pressure-difference type, a pumping sampler, a magnetic sampler, acoustical instruments that measure the magnitude of the sound of particle collisions, an ultrasonic bedload sampler designed to measure and integrate electronically the concentration and velocity, and a tiltmeter designed to measure the total sediment discharge from the ground tilt that results from the passage of flow. All the pressure-difference samplers are improvements over early samplers, but none are void of the inherent shortcomings of trap-type apparatus; probably the Sphinx (Dutch) and VUV (Hungarian) samplers are the most satisfactory. The acoustical instruments are capable of measuring only the relative discharge. The ultrasonic sampler and the tiltmeter are not adequate without further development. \r\n\r\nSome new possible apparatus and means for measuring or aiding in measuring bedload discharge are small pit samplers, ultrasonic sounders, pressure transducers, and photography. A small pit sampler for measuring bedload discharge was designed to provide self-placement and portability ; however, its practicability and efficiency are undetermined. Exploratory films show that by using slowmotion photography the discharge of particles larger than about pea size can be determined provided the flow is clear; however, photography generally is not practical. Ultrasonic sounders provide continuous and accurate data on bed configuration and dune movement for use in equations that were developed for computing the bedload discharge. Computations with the equations indicate that the interpretation of the sounding data needs further study. Pressure transducers placed beneath the bed surface possibly can be used to provide information on dune movement; however, their installation would be difficult. The time required for collecting data on bed configuration and dune movement throughout a cross section could be substantially reduced by using several transducers simultaneously in conjunction with an ultrasonic sounder. A modified ultrasonic sounder that provides information on the shape and velocity of large particles and a method for determining the discharge of such particles were proposed; the method seems most feasible for particles of high sphericity.","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1748","usgsCitation":"Hubbell, D.W., 1964, Apparatus and techniques for measuring bedload: U.S. Geological Survey Water Supply Paper 1748, v, 74 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1748.","productDescription":"v, 74 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":27278,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1748/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138418,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1748/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4883e4b07f02db51824d","contributors":{"authors":[{"text":"Hubbell, David Wellington","contributorId":88330,"corporation":false,"usgs":true,"family":"Hubbell","given":"David","email":"","middleInitial":"Wellington","affiliations":[],"preferred":false,"id":144417,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":6029,"text":"pp442 - 1964 - Water resources of the Upper Colorado River Basin - basic data","interactions":[],"lastModifiedDate":"2017-09-06T17:07:38","indexId":"pp442","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":"442","title":"Water resources of the Upper Colorado River Basin - basic data","docAbstract":"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.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp442","usgsCitation":"Iorns, W.V., Hembree, C., Phoenix, D.A., and Oakland, G., 1964, Water resources of the Upper Colorado River Basin - basic data: U.S. Geological Survey Professional Paper 442, Report: viii, 1036 p.; 4 Plates (in 12 Sheets): 48.15 x 39.20 inches or smaller, https://doi.org/10.3133/pp442.","productDescription":"Report: viii, 1036 p.; 4 Plates (in 12 Sheets): 48.15 x 39.20 inches or smaller","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":340302,"rank":14,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0442/central_plate-4.pdf","text":"Plate 4 (Central) - Sheet 2 of 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Isohyetal map of Uper Colorado River basin showing average annual precipitation"},{"id":340303,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0442/north_plate-1.pdf","text":"Plate 1 (North) - 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H.","contributorId":106866,"corporation":false,"usgs":true,"family":"Hembree","given":"C. H.","affiliations":[],"preferred":false,"id":151986,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Phoenix, D. A.","contributorId":92665,"corporation":false,"usgs":true,"family":"Phoenix","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":151985,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Oakland, G.L.","contributorId":37324,"corporation":false,"usgs":true,"family":"Oakland","given":"G.L.","affiliations":[],"preferred":false,"id":151983,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"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":2021,"text":"wsp1668 - 1964 - Sediment transported by Georgia streams","interactions":[],"lastModifiedDate":"2017-02-01T09:16:21","indexId":"wsp1668","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":"1668","title":"Sediment transported by Georgia streams","docAbstract":"A reconnaissance investigation of the sediment transported by selected Georgia streams during the period December 1957 to June 1959 was made to provide a general understanding of the physical quality of stream water in Georgia and to supply facts needed in planning more detailed work. \r\n\r\nThe investigation was made by studying the variation of sediment concentration and sediment load with stream discharge at 33 sites and by relating the available data to topographic, geologic, climatic, and soil conditions in the State. In the Blue Ridge Mountains area of northern Georgia the great relief, moderately heavy precipitation, fast runoff, and loamy soils cause sediment concentrations and sediment loads which are above average for the State. During periods of moderate to low streamflow, the concentration of suspended sediment ranges from 1 to 25 ppm (parts per million). After heavy rainfall, sediment concentration increases rapidly as water discharge rises, and occasionally exceeds 1,000 ppm before decreasing again. The concentration may reach a maximum and decrease before the discharge peak is reached. A major part of the annual sediment load can be carried during a short period of time because of the great increase in both water discharge and sediment concentration during floods. The lower Coastal Plain differs from the mountainous areas in several respects. The topography is gently rolling to almost level, precipitation and runoff are less than average for the State, and topsoils generally consist of hard and loamy sand. Concentration of suspended sediment in streamflow commonly ranges from 1 to 20 ppm during periods of low to moderate discharge and increases to 15 to 60 ppm at high discharge. Because of the small increase in concentration with increasing stream discharge, the sediment load varies approximately in proportion to the discharge. \r\n\r\nThe sediment characteristics of streams in the Piedmont, the Valley and Ridge area. and the upper Coastal Plain are intermediate .between those of the Blue Ridge area and the lower Coastal Plain. \r\n\r\nComparison of suspended load with estimated bed load in a few Georgia streams suggests th.at bed load is less than 20 percent of the suspended load for most streams. \r\n\r\nFactors which appear to be most important in causing variation in sediment yield in Georgia are topographic relief, soil texture, and location of dams. Variations in other factors such as precipitation, runoff, covering vegetation, drainage area, and channel types serve to modify the effects of the major factors. \r\n\r\nIn general, Georgia stream water is of good quality. Water of some streams is of exceptionally fine quality and contains less than 30 ppm combined dissolved and suspended solids during at least 90 percent of the time. Knowledge of the nature and cause of variation in water quality will permit the most effective use of Georgia streams.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1668","usgsCitation":"Kennedy, V.C., 1964, Sediment transported by Georgia streams: U.S. Geological Survey Water Supply Paper 1668, vii, 101 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1668.","productDescription":"vii, 101 p. :ill., maps ;24 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":137613,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1668/report-thumb.jpg"},{"id":27488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1668/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f4905","contributors":{"authors":[{"text":"Kennedy, Vance C.","contributorId":102063,"corporation":false,"usgs":true,"family":"Kennedy","given":"Vance","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144541,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1233,"text":"wsp1499H - 1964 - Water resources of the Hartford-New Britain area, Connecticut","interactions":[],"lastModifiedDate":"2022-12-19T21:17:22.931346","indexId":"wsp1499H","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":"1499","chapter":"H","title":"Water resources of the Hartford-New Britain area, Connecticut","docAbstract":"The Hartford-New Britain area includes the metropolitan areas of Hartford and New Britain and parts of several adjoining towns. Water used in the area is withdrawn from the principal streams and aquifers at an average rate of 463.5 mgd (million gallons per day). Sufficient water is available from these sources to meet present requirements and those for many years to come, although local shortages may develop in some areas as the result of problems of distribution and treatment. About 98 percent of all water used in 1957 was from surface sources. More than 425 mgd was required by industry, and about 23 mgd was for domestic water supply. The Farmington River upstream from Collinsville is the chief source of water for public supply in the Hartford-New Britain area, whereas the Connecticut River is the chief source of water for industry. An average of about 40 mgd is withdrawn from the upper Farmington River for public supply, and about 404 mgd is withdrawn by industry from the Connecticut River for nonconsumptive use and returned directly to the stream.
The Connecticut River is the source of the largest quantity of water in the area. The flow of the stream at Thompsonville may be expected to equal or exceed about 2,000 mgd 95 percent of the time, and the flow should not be less than this amount for periods longer than 12 days. The flow below Thompsonville is increased by additions from the Scantic, Farmington, Park, and Hockanum Rivers and from numerous smaller tributary streams. The available streamflow data for the aforementioned rivers have been summarized graphically in the report.
The chemical quality of water in the Connecticut River is good, except for short periods when the iron concentration is high. In addition to the removal of iron some other treatment may be necessary if water from the Connecticut River is used for special purposes. The chemical quality of the tributary streams is good, except the quality of the Park River, which is poor. Thus the Connecticut River in the vicinity of Hartford offers an almost unlimited source of water of good chemical quality to the Hartford, New Britain area. The Connecticut River and many of its tributaries, however, are polluted to some degree, and the cost of treatment for pollution and of delivery of water to the area presents an economic problem in the further development of these sources.
The Hartford-New Britain area in the vicinity of Hartford has been plagued by floods since the time of its settlement. Most of the damage to property and loss of life in the Hartford area has been caused by flooding of the Connecticut and Park Rivers. Floods have occurred on the Connecticut River and its tributaries in every month of the year, but the most severe floods occur in the spring and fall. The most devastating flood on the Connecticut River occurred on March 21, 1986, when the stage at Hartford reached 37.0 feet above mean sea level. The maximum flood on the Park River occurred on August 19, 1955, when the stage reached 43.5 feet above mean sea level. Floods on the other tributaries have been frequent and some have been large, but damage has not been as great because the streams flow mostly through rural areas.
Small to moderate supplies of water suitable for domestic use and for small municipalities and industries are available from wells in the Hartford-New Britain area. Moderate supplies are obtainable from five definable sand-and-gravel aquifers and from widespread consolidated sedimentary rocks. Yields to individual wells range from 15 to 400 gpm (gallons per minute) for wells penetrating sand and gravel and from 1 to 578 gpm for wells penetrating consolidated sedimentary rocks. Sand and gravel deposits bordering the Connecticut River downstream from Rocky Hill afford the greatest potential for the development of large supplies of ground water. Small supplies ranging from 1 to 40 gpm are obtainable from glacial till and from consolidated crystalline rocks.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1499H","usgsCitation":"Cushman, R.V., Tanski, D., and Thomas, M.P., 1964, Water resources of the Hartford-New Britain area, Connecticut: U.S. Geological Survey Water Supply Paper 1499, Report: vi, 96 p.; 2 Plates: 24.00 × 27.53 inches and 24.50 × 31.32 inches, https://doi.org/10.3133/wsp1499H.","productDescription":"Report: vi, 96 p.; 2 Plates: 24.00 × 27.53 inches and 24.50 × 31.32 inches","costCenters":[],"links":[{"id":138071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1499h/report-thumb.jpg"},{"id":26160,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1499h/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26158,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1499h/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26159,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1499h/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":410735,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24444.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Connecticut","city":"Hartford, New Britain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -72.5670,\n 41.875\n ],\n [\n -72.875,\n 41.875\n ],\n [\n -72.875,\n 41.625\n ],\n [\n -72.5670,\n 41.625\n ],\n [\n -72.5670,\n 41.875\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5eda7b","contributors":{"authors":[{"text":"Cushman, Robert Vittum","contributorId":96661,"corporation":false,"usgs":true,"family":"Cushman","given":"Robert","email":"","middleInitial":"Vittum","affiliations":[],"preferred":false,"id":143414,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tanski, D.","contributorId":83385,"corporation":false,"usgs":true,"family":"Tanski","given":"D.","email":"","affiliations":[],"preferred":false,"id":143413,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thomas, M. P.","contributorId":62574,"corporation":false,"usgs":true,"family":"Thomas","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":143412,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":3226,"text":"cir483 - 1964 - Summary of developed and potential waterpower of the United States and other countries of the world, 1955-62","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"cir483","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"483","title":"Summary of developed and potential waterpower of the United States and other countries of the world, 1955-62","docAbstract":"Estimates of potential waterpower and historical data on waterpower developments in various parts of the world are assembled in this report. Salient characteristics of the period studied, 1955-62, include increased use of the underground powerhouse, multiple -purpose developments, and use of storage (including pumped storage) to increase the value of waterpower for peaking purposes. High-voltage long-distance transmission has been improved, especially in the United States, Sweden, and the U.S.S.R., and generating facilities tend to be larger than ever before. Asia leads the continents in total potential waterpower; Europe is first in use of waterpower. In rate of increase of waterpower installations and in percent of hydroelectric to total installations Africa is first among the continents. The 1955-62 period saw a great increase in per capita consumption of electric energy. Norway leads all countries with annual consumption of about 9,000 kwhr per capita. Waterpower development was carried on in a majority of the countries of the world and in most of them at an accelerated rate.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/cir483","usgsCitation":"Young, L.L., 1964, Summary of developed and potential waterpower of the United States and other countries of the world, 1955-62: U.S. Geological Survey Circular 483, iv, 38 p. ;26cm., https://doi.org/10.3133/cir483.","productDescription":"iv, 38 p. ;26cm.","costCenters":[],"links":[{"id":123048,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1964/0483/report-thumb.jpg"},{"id":30219,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1964/0483/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6992c4","contributors":{"authors":[{"text":"Young, Loyd L.","contributorId":14805,"corporation":false,"usgs":true,"family":"Young","given":"Loyd","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":146469,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3221,"text":"cir489 - 1964 - A magnetic anomaly of possible economic significance in southeastern Minnesota","interactions":[],"lastModifiedDate":"2018-01-02T19:49:02","indexId":"cir489","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"489","title":"A magnetic anomaly of possible economic significance in southeastern Minnesota","docAbstract":"An aeromagnetic survey in southeastern Minnesota by the U. S. Geological Survey in cooperation with the State of Minnesota has revealed a high-amplitude, linear, and narrow magnetic feature that suggests a possible source of Precambrian iron-formation of economic value. \r\n\r\nFor the past few years the U. S. Geological Survey has been conducting detailed geophysical studies of the midcontinent gravity anomaly--a broad, high-amplitude feature that extends from Lake Superior through the States of Minnesota, Iowa, Nebraska, and part of Kansas. As part of this study an aeromagnetic survey of the southern part of the State was made in cooperation with the State of Minnesota during the summer of 1963, in which a linear high-amplitude anomaly of the order of 4,000 gammas was discovered. Because of the high amplitude, the linearity, and the narrowness of the magnetic feature, it is believed the source may be Precambrian iron-formation of possible economic value. \r\n\r\nThe anomalous area is in Fillmore County, approximately between the towns of Lanesboro and Peterson in the extreme southeastern part of the State. (See figures 1 and 2.) At the site of the anomaly, Cambrian sedimentary rocks occur in the valley of the Root River, and Ordovician rocks (nearly flat lying) mantle the upland areas. \r\n\r\nThe uplands are largely covered by glacial deposits, which are relatively thin (Paul K. Sims, written communication, 1964). Depths to the Precambrian are estimated to range from 500 feet to 1,000 feet below the surface. \r\n\r\nThe aeromagnetic map shown in figure 2 was compiled from continuous magnetic profiles made along east-west flight lines 1,000 feet above ground, and spaced approximately 1 mile apart. Contour intervals of 20, 100, and 500 gammas were used depending on the intensity. The instrument for the survey was a flux-gate type magnetometer (AN/ASQ-3A) which measures total-field variations. The contour map displays variations in magnetic pattern which are typical of shallow Precambrian rocks. Anomalies of the order of 1,000 gammas are shown along the east and west edges of the map. The outstanding feature is the previously mentioned linear positive anomaly that trends northeast and reaches a peak of 3,960 gammas. The positive anomaly is contoured from data on four consecutive profiles, but only two show high amplitudes. The high-amplitude anomalies along traverses 1 and 2 are shown in figure 3. \r\n\r\nDepth calculations suggest that the source of the anomaly lies about 1,000 feet below the surface. Assuming a dikelike source and magnetization resulting entirely from induction in the earth's field, several calculations were made in an attempt to fit the magnetic profile taken along the line AA' (see figs. 2 and 4), considered to be a typical cross-section of the magnetic anomaly. Comparisons are shown between observed and computed profiles. The fixed parameters used were (a) distance from detector to source of 2,000 ft; width of dike of 5,000 ft; dip of dike of 75?, 90?, 105? , and 120? , as shown. The best fit occurs when the dike is vertical or dips 75? to the southwest. For these cases, the susceptibility, k, is computed to be 0.016 c.g.s, units, and is comparable to k = 0.02+ calculated by Bath (1962) for the relatively unmetamorphosed iron-formation of the Main Megabi district in Minnesota where the induced magnetization was most likely the dominant magnetization. If the dominant magnetization for the anomaly in Fillmore County were remanent rather than induced, the economic importance of the anomaly would be greatly reduced. \r\n\r\nThis anomaly seems sufficiently promising to warrant further geologic and geophysical investigation. Detailed ground magnetic and electrical studies would be useful to delineate the feature. In the final analysis, however, the presence of iron-formation can be determined only by the drill.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir489","usgsCitation":"Zietz, I., 1964, A magnetic anomaly of possible economic significance in southeastern Minnesota: U.S. Geological Survey Circular 489, 5 p. :maps ;27 cm., https://doi.org/10.3133/cir489.","productDescription":"5 p. :maps ;27 cm.","costCenters":[],"links":[{"id":138944,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1964/0489/report-thumb.jpg"},{"id":30214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1964/0489/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae1de","contributors":{"authors":[{"text":"Zietz, Isidore","contributorId":76708,"corporation":false,"usgs":true,"family":"Zietz","given":"Isidore","affiliations":[],"preferred":false,"id":146462,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3205,"text":"wsp1591B - 1964 - Effect of urban growth on streamflow regimen of Permanente Creek, Santa Clara County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1591B","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":"1591","chapter":"B","title":"Effect of urban growth on streamflow regimen of Permanente Creek, Santa Clara County, California","docAbstract":"This report presents the results of an investigation of the effect of urban growth on the streamflow regimen of Permanente Creek in Mountain View, Santa Clara County, Calif. The data available did not permit a complete study of all hydrologic aspects, but there is conclusive evidence that the volume of storm runoff produced by rainfall on the valley floor has increased substantially as a result of urbanization. In 1945, storm runoff from the 5.12-square mile project area was insufficient to balance channel losses, and the streamflow entering the project area in the Permanente Creek channel was greater than that leaving the area. If, however, total outflow from the project area is considered to be the sum of the streamflow leaving the area plus channel seepage in the area, the ratio of total outflow to inflow was 1:18. By 1958, storm runoff from the project area was far in excess of channel losses and the ratio of total outflow to inflow was 1:70. This increase in outflow is attributed to the fact that urban development during the period 1945 to 1958 increased the extent of impervious surface in the project area from about 4 percent to 19 percent. \r\n\r\nThe effect of urban growth in other basins in Santa Clara County should be investigated before any attempt is made to project the quantitative results of this study to other areas in the county.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1591B","usgsCitation":"Harris, E., and Rantz, S., 1964, Effect of urban growth on streamflow regimen of Permanente Creek, Santa Clara County, California: U.S. Geological Survey Water Supply Paper 1591, 1 v. (issued as seperate chapters) :ill. ;24 cm. ;18 p., https://doi.org/10.3133/wsp1591B.","productDescription":"1 v. (issued as seperate chapters) :ill. ;24 cm. ;18 p.","costCenters":[],"links":[{"id":138117,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1591b/report-thumb.jpg"},{"id":30193,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1591b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db6251fa","contributors":{"authors":[{"text":"Harris, E. E.","contributorId":24328,"corporation":false,"usgs":true,"family":"Harris","given":"E. E.","affiliations":[],"preferred":false,"id":146429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rantz, S. E.","contributorId":34106,"corporation":false,"usgs":true,"family":"Rantz","given":"S. E.","affiliations":[],"preferred":false,"id":146430,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1669,"text":"wsp1779F - 1964 - Hydrologic studies of small watersheds, Honey Creek basin, Collin and Grayson Counties, Texas, 1953-1959","interactions":[],"lastModifiedDate":"2016-08-23T14:27:54","indexId":"wsp1779F","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":"F","title":"Hydrologic studies of small watersheds, Honey Creek basin, Collin and Grayson Counties, Texas, 1953-1959","docAbstract":"This report presents the results of an investigation into the effects of floodwaterretarding structures in the 39 square miles of the Honey Creek basin above the stream-gaging station near McKinney, during the period October 1952 to September 1959. The number of such structures in the study area was increased from 2 to 12 during the investigation.
\nData were collected which permit computation of basin and watershed precipitation, inflow to and outflow from each floodwater-retarding structure, evaporation and seepage from each pool, and a continuous record of discharge from the entire study area. Transpiration was not evaluated, but in the water-budget summary it is included in the item \"pool consumption\", together with evaporation and seepage.
\nDuring the 7-year study period, the annual inflow to the gaged pools ranged from 1.34 to 26.50 inches and averaged 7.39 inches, of which 0.73 inch was direct rainfall on the pool surface. The annual pool consumption ranged only from 1.33 to 1.85 inches, and averaged 1.62 inches. These results indicate that in a year of substantial runoff the floodwater-retarding structures would have only a minor effect on downstream water yield, but in a year of low runoff the structures would have a marked effect on downstream water yield.
\nThe effect on the flood regimen at a downstream point because of floodwaterretarding structures in the headwaters will vary with the amount and intensity of the precipitation and with antecedent conditions. The beneficial effects of the structures on Honey Creek during the floods of April and May 1957 is illustrative. During the period April 19 to May 31, 1957, the total volume of inflow to the floodwater-retarding structures was equivalent to 4.3 times the combined capacities of the pools from an average basin rainfall of 30.31 inches. The retarding effects of the structures limited the flooding on Honey Creek at the gage to minor flooding on only five occasions during that period.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1779F","collaboration":"Prepared in cooperation with the U.S. Soil Conservation Service and the Texas Water Commission","usgsCitation":"Gilbert, C.R., Commons, G., Koberg, G.E., and Kennon, F., 1964, Hydrologic studies of small watersheds, Honey Creek basin, Collin and Grayson Counties, Texas, 1953-1959: U.S. Geological Survey Water Supply Paper 1779, Report: v, 98 p.; 3 Plates: 24.00 x 7.00 inches or smaller, https://doi.org/10.3133/wsp1779F.","productDescription":"Report: v, 98 p.; 3 Plates: 24.00 x 7.00 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":138232,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1779f/report-thumb.jpg"},{"id":26741,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26742,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26743,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1779f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","county":"Collin County, Grayson County","otherGeospatial":"Honey Creek basin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-96.383,33.3995],[-96.3835,33.3394],[-96.2962,33.3507],[-96.2992,32.9824],[-96.5185,32.9847],[-96.8462,32.9883],[-96.8349,33.406],[-96.8465,33.4063],[-96.8462,33.4131],[-96.9451,33.4172],[-96.9451,33.4459],[-96.9451,33.5014],[-96.9449,33.535],[-96.9447,33.5678],[-96.9447,33.9363],[-96.9447,33.9533],[-96.937,33.9575],[-96.9311,33.9591],[-96.9255,33.9594],[-96.9195,33.9575],[-96.9155,33.9552],[-96.9117,33.9515],[-96.9085,33.9473],[-96.9064,33.9427],[-96.9048,33.9386],[-96.9043,33.9352],[-96.9038,33.9311],[-96.9031,33.9247],[-96.9029,33.924],[-96.9016,33.9188],[-96.9006,33.9142],[-96.8996,33.9094],[-96.8965,33.9035],[-96.8908,33.8924],[-96.8902,33.891],[-96.886,33.8818],[-96.8854,33.8806],[-96.8796,33.8699],[-96.8746,33.8621],[-96.8698,33.8565],[-96.8644,33.8527],[-96.8591,33.8518],[-96.8528,33.8529],[-96.8488,33.8555],[-96.845,33.8593],[-96.8413,33.8635],[-96.8333,33.8687],[-96.8242,33.873],[-96.8159,33.8737],[-96.8147,33.8736],[-96.8087,33.8727],[-96.8022,33.8711],[-96.7966,33.8697],[-96.7908,33.8666],[-96.7852,33.8627],[-96.7823,33.8587],[-96.7801,33.8537],[-96.7778,33.8485],[-96.776,33.8438],[-96.7742,33.8393],[-96.7701,33.8329],[-96.7669,33.8291],[-96.7635,33.8277],[-96.7586,33.8267],[-96.7532,33.8274],[-96.7469,33.8283],[-96.7404,33.8294],[-96.7292,33.8312],[-96.7175,33.8323],[-96.7091,33.8348],[-96.7017,33.8405],[-96.6977,33.8451],[-96.694,33.8516],[-96.6899,33.8588],[-96.6879,33.866],[-96.6876,33.8699],[-96.6874,33.8724],[-96.6867,33.8794],[-96.6866,33.8805],[-96.6852,33.8919],[-96.6843,33.894],[-96.6805,33.9034],[-96.6763,33.9105],[-96.6758,33.9114],[-96.6709,33.9151],[-96.6659,33.9159],[-96.6582,33.9147],[-96.6526,33.9119],[-96.6468,33.9072],[-96.6423,33.9035],[-96.6415,33.9029],[-96.6353,33.8975],[-96.6312,33.8967],[-96.611,33.8964],[-96.5994,33.8962],[-96.59,33.8961],[-96.5868,33.8924],[-96.5863,33.8887],[-96.5892,33.8842],[-96.5931,33.8815],[-96.5982,33.8778],[-96.604,33.8736],[-96.6045,33.8732],[-96.6091,33.8693],[-96.6104,33.8683],[-96.6164,33.8634],[-96.6201,33.859],[-96.6222,33.8558],[-96.6227,33.8523],[-96.6201,33.8468],[-96.617,33.843],[-96.6116,33.8397],[-96.6062,33.8368],[-96.6001,33.8337],[-96.5953,33.8312],[-96.5901,33.8271],[-96.5856,33.8237],[-96.5781,33.8205],[-96.5727,33.8189],[-96.5708,33.8184],[-96.5649,33.8189],[-96.5576,33.8196],[-96.5481,33.8206],[-96.5471,33.8207],[-96.5322,33.8214],[-96.5308,33.8206],[-96.5273,33.8185],[-96.5223,33.8146],[-96.5188,33.8105],[-96.5169,33.8046],[-96.5158,33.7985],[-96.5147,33.7921],[-96.5132,33.7862],[-96.5113,33.7817],[-96.507,33.7774],[-96.502,33.7741],[-96.4981,33.7741],[-96.49,33.7745],[-96.4839,33.7749],[-96.4744,33.7773],[-96.4682,33.7803],[-96.4603,33.7814],[-96.4526,33.7817],[-96.4443,33.7811],[-96.434,33.7797],[-96.4241,33.7772],[-96.4211,33.7745],[-96.4167,33.7706],[-96.4131,33.7632],[-96.4103,33.7571],[-96.4038,33.7498],[-96.4033,33.7492],[-96.3959,33.7409],[-96.3842,33.7318],[-96.3809,33.7291],[-96.3773,33.7261],[-96.383,33.3995]]]},\"properties\":{\"name\":\"Collin\",\"state\":\"TX\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9db","contributors":{"authors":[{"text":"Gilbert, Clarence R.","contributorId":30965,"corporation":false,"usgs":true,"family":"Gilbert","given":"Clarence","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143947,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Commons, G.G.","contributorId":52951,"corporation":false,"usgs":true,"family":"Commons","given":"G.G.","email":"","affiliations":[],"preferred":false,"id":143948,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Koberg, G. E.","contributorId":30212,"corporation":false,"usgs":true,"family":"Koberg","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143946,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kennon, F.W.","contributorId":88332,"corporation":false,"usgs":true,"family":"Kennon","given":"F.W.","affiliations":[],"preferred":false,"id":143949,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":3004,"text":"wsp1786 - 1964 - Inventory of published and unpublished chemical analyses of surface waters in the continental United States and Puerto Rico, 1961","interactions":[],"lastModifiedDate":"2017-09-06T17:54:41","indexId":"wsp1786","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":"1786","title":"Inventory of published and unpublished chemical analyses of surface waters in the continental United States and Puerto Rico, 1961","docAbstract":"This inventory contains a list of published and unpublished chemical analyses obtained through September 30, 1961, by agencies associated with the Subcommittee on Hydrology. Bulletin 6 of Subcommittee on Hydrology includes references to all surface-water analyses for states east of the Mississippi River known to exist in the files of Federal agencies through September 30, 1951. Records of analyses of surface waters for states west of the Mississippi River are included in Bulletins 2 and 9 of the Subcommittee. Bulletin 2 includes the period of record prior to October 1, 1947, and Bulletin 9 includes the period from October 1, 1947, to September 30, 1955. Therefore, the earliest date for which references to data are included in this volume varies from October 1951 for states east of the Mississippi River (including Minnesota) to October 1, 1955, for states west of the Mississippi River. Analyses of water from Alaska and Puerto Rico were not reported in earlier inventories. An attempt was made to include available analyses obtained in Alaska since October 1951, but additional chemical determinations of water in Alaska that are not inventoried in this report were undoubtedly made in years prior to 1951. Requests concerning specific records not reported herein should be directed to offices having responsibility in the area.
This publication is patterned after preceding bulletins as far as practicable. The contents include a list of sampling stations and locations, drainage area above each station, period of record, number and frequency of samples collected, number of analytical values reported in each group arranged according to general types or purposes, and a list of references to the sources of basic data.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1786","collaboration":"Prepared in cooperation with the Subcommittee on Hydrology, Inter-Agency Committee on Water Resources","usgsCitation":"Woodard, T.H., and Heidel, S.G., 1964, Inventory of published and unpublished chemical analyses of surface waters in the continental United States and Puerto Rico, 1961: U.S. Geological Survey Water Supply Paper 1786, v, 490 p., https://doi.org/10.3133/wsp1786.","productDescription":"v, 490 p.","numberOfPages":"496","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":29798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1786/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139406,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1786/report-thumb.jpg"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ce7f","contributors":{"authors":[{"text":"Woodard, Thomas H.","contributorId":106102,"corporation":false,"usgs":true,"family":"Woodard","given":"Thomas","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":146135,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Heidel, Sumner Griggs","contributorId":97082,"corporation":false,"usgs":true,"family":"Heidel","given":"Sumner","email":"","middleInitial":"Griggs","affiliations":[],"preferred":false,"id":146134,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}