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A.","affiliations":[],"preferred":false,"id":145467,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2027,"text":"wsp1586J - 1972 - Tracer simulation study of potential solute movement in Port Royal Sound, South Carolina","interactions":[],"lastModifiedDate":"2019-12-30T09:39:10","indexId":"wsp1586J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1586","chapter":"J","title":"Tracer simulation study of potential solute movement in Port Royal Sound, South Carolina","docAbstract":"A tracer study was conducted in Port Royal Sound to simulate the movement and ultimate pattern of concentration of a solute continuously injected into the flow. A total of 750 pounds of Rhodamine WT dye was injected by boat during a period of 24.8 hours in a line across the Colleton River. During the following 43 days, samples of water were taken at selected points in the sound, and the concentration of dye in the samples was determined by fluorometric analysis. \r\n\r\nThe data obtained in the field study were used with theoretical models to compute the ultimate pattern of concentration of nonconservative and conservative solutes for a hypothetical continuous injection at the site on the Colleton River.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1586J","usgsCitation":"Kilpatrick, F.A., and Cummings, T.R., 1972, Tracer simulation study of potential solute movement in Port Royal Sound, South Carolina: U.S. Geological Survey Water Supply Paper 1586, iv, 27 p. , https://doi.org/10.3133/wsp1586J.","productDescription":"iv, 27 p. ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":27500,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1586j/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1586j/report-thumb.jpg"}],"country":"United States","state":"South Carolina","otherGeospatial":"Port Royal Sound","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.9637451171875,\n 32.16166284018013\n ],\n [\n -80.321044921875,\n 32.16166284018013\n ],\n [\n -80.321044921875,\n 32.648625783736726\n ],\n [\n -80.9637451171875,\n 32.648625783736726\n ],\n [\n -80.9637451171875,\n 32.16166284018013\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db6271d5","contributors":{"authors":[{"text":"Kilpatrick, F. A.","contributorId":22319,"corporation":false,"usgs":true,"family":"Kilpatrick","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144550,"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":144549,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2640,"text":"wsp1999L - 1972 - Factors contributing to unusually low runoff during the period 1962-68 in the Concho River Basin, Texas","interactions":[],"lastModifiedDate":"2017-06-14T16:52:05","indexId":"wsp1999L","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1999","chapter":"L","title":"Factors contributing to unusually low runoff during the period 1962-68 in the Concho River Basin, Texas","docAbstract":"To determine the reasons for the unusually low runoff in the Concho River basin during the period 1962-68, the physical developments and climatic changes in the basin were identified and related to changes in the regimen of streamflow.
\nLand use, brush infestation, and land-treatment practices have not caused significant changes in the rainfall-runoff relationship.
\nThe use of surface water for irrigation has increased very little during the past 70 years, and although the use of ground water for irrigation has greatly increased in the past 25 years, springflow has not been significantly diminished. The base flow of the streams is materially reduced by surface-water irrigation diversions. Diversions for municipal and industrial use have increased rapidly, but these diversions affect only the streamflow downstream from San Angelo.
\nStatistical analyses showed the annual rainfall to be highly variable, with little serial correlation. Records of rainfall during the period 1943-68 are significantly different in character from previous long-term records. The frequency of monthly rainfall equal to or greater than 2.0 inches during the period 1943-68, and especially during the period 1962-68, was significantly less than the long-term averages.
\nAnalyses of annual runoff data, adjusted for depletions, show large variations in annual runoff. Coefficients of variation ranged from 0.8 to 1.4, and first-order serial correlations ranged from 0.01 to 0.28. The estimated recurrence interval of the 1962-68 drought is about 200 years.
\nThe analyses of rainfall-intensity and runoff data indicate that the basic cause for the relatively low runoff during the period 1962-68 was the lack of high-intensity, long-duration storms rather than any physical changes or agricultural practices in the watershed
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1999L","collaboration":"Prepared in cooperation with the Texas Water Development Board","usgsCitation":"Sauer, S.P., 1972, Factors contributing to unusually low runoff during the period 1962-68 in the Concho River Basin, Texas: U.S. Geological Survey Water Supply Paper 1999, v, 48 p., https://doi.org/10.3133/wsp1999L.","productDescription":"v, 48 p.","numberOfPages":"61","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":28959,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1999l/report.pdf","text":"Report","size":"924.83 kB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":138600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1999l/report-thumb.jpg"}],"country":"United States","state":"Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -101.2335205078125,\n 32.18026188320708\n ],\n [\n -101.3104248046875,\n 32.19885712788488\n ],\n [\n -101.5850830078125,\n 32.16631295696736\n ],\n [\n -101.788330078125,\n 32.10584293285769\n ],\n [\n -101.87072753906249,\n 32.05930026106166\n ],\n [\n -102.337646484375,\n 31.316101383495624\n ],\n [\n -102.3101806640625,\n 31.09998179374943\n ],\n [\n -102.2222900390625,\n 30.798474179567823\n ],\n [\n -102.1234130859375,\n 30.56699087315334\n ],\n [\n -101.700439453125,\n 30.36813582872057\n ],\n [\n -101.3543701171875,\n 30.30176068632071\n ],\n [\n -100.8050537109375,\n 30.315987718557867\n ],\n [\n -100.36560058593749,\n 30.330212685432734\n ],\n [\n -99.986572265625,\n 30.401306519203583\n ],\n [\n -99.7833251953125,\n 30.5717205651999\n ],\n [\n -99.635009765625,\n 30.72294882477251\n ],\n [\n -99.635009765625,\n 30.897511207369128\n ],\n [\n -99.6844482421875,\n 31.147006308556566\n ],\n [\n -99.744873046875,\n 31.283245492650792\n ],\n [\n -99.854736328125,\n 31.587894464070395\n ],\n [\n -99.9700927734375,\n 31.695455797778713\n ],\n [\n -100.1129150390625,\n 31.89621446335144\n ],\n [\n -100.1678466796875,\n 31.91953017247695\n ],\n [\n -101.2335205078125,\n 32.18026188320708\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a04e4b07f02db5f85f8","contributors":{"authors":[{"text":"Sauer, Stanley P.","contributorId":38966,"corporation":false,"usgs":true,"family":"Sauer","given":"Stanley","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":145544,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2081,"text":"wsp1899M - 1972 - Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana","interactions":[{"subject":{"id":56144,"text":"ofr5942 - 1959 - Low-flow analysis of Pearl River at Jackson, Mississippi","indexId":"ofr5942","publicationYear":"1959","noYear":false,"title":"Low-flow analysis of Pearl River at Jackson, Mississippi"},"predicate":"SUPERSEDED_BY","object":{"id":2081,"text":"wsp1899M - 1972 - Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana","indexId":"wsp1899M","publicationYear":"1972","noYear":false,"chapter":"M","title":"Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp1899M","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1899","chapter":"M","title":"Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana","docAbstract":"Fresh water in abundance is contained in large artesian reservoirs in sand and gravel deposits of Tertiary and Quaternary ages in the Pearl River basin, a watershed of 8,760 square miles. Shallow, water-table reservoirs occur in Quarternary deposits (Pleistocene and Holocene) that blanket most of the uplands in .the southern half of the basin and that are present in smaller upland areas and along streams elsewhere. The shallow reservoirs contribute substantially to dry-weather flow of the Strong River and Bogue Chitto and of Holiday, Lower Little, Silver, and Whitesand Creeks, among others. About 3 billion acre-feet of ground water is in storage in the fresh-water section, which extends from the surface to depths ranging from about sea level in the extreme northern part of the basin to more than 3,000 feet below sea level in the southern part of the basin. \r\n\r\nVariations in low flow for different parts of the river basin are closely related to geologic terrane and occurrence of ground water. The upland terrace belt that crosses the south-central part of the basin is underlain by permeable sand and gravel deposits and yields more than 0.20 cubic feet per second per square mile of drainage area to streamflow, whereas the northern part of the basin, underlain by clay, marl, and fine to medium sand, yields less than 0.05 cubic feet per second per square mile of drainage area (based on 7-day Q2 minimum flow computed from records). Overall, the potential surface-water supplies are large. \r\n\r\nBecause water is available at shallow depths, most of the deeper aquifers have not been developed anywhere in the basin. At many places in the south, seven or more aquifers could be developed either by tapping one sand in each well or by screening two or more sands in a single well. Well fields each capable, of producing several million gallons of water a day are feasible nearly anywhere in the Pearl River basin. \r\n\r\nWater in nearly all the aquifers is of good to excellent quality and requires little or no treatment for most uses. The water is a soft, sodium bicarbonate type and therefore has a low to moderate dissolved-solids content. Mineral content increases generally downdip in an aquifer. Excessive iron, common in shallow aquifers, is objectionable for some water uses. Water from the streams, except in salty tidal reaches, is less mineralized than ground water; in 10 sites the median dissolved-solids content in streamflow was 50 milligrams per liter or less. \r\n\r\nModerately intensive ground-water development has been made in the Bogalusa area, Louisiana; at the Mississippi Test Facility, Hancock County, Miss. ; and in the Jackson area, Mississippi. Wells with pumping rates of 500 to 1,000 gallons per minute each are common throughout the Pearl River basin, and some deep wells flow more than 3,000 gallons per minute in the coastal lowland areas. Probably 20 million gallons per day of artesian water flows uncontrolled from wells in the southern part of the basin. Ground-water levels, except in the higher altitudes, are within 60 feet of the surface, and flowing wells are common in the valleys and in the coastal Pine Meadows. Decline of water level is a problem in only a few small areas. \r\n\r\nSaline water as a resource is available for development from aquifers and streams near the coast and from aquifers at considerable depth in most of the Pearl River basin. Pollution is a problem in oil fields and in reaches of some streams below sewage and other waste-disposal points. The basin estuary contains water of variable quality but has potential for certain water-use developments that will require special planning and management.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1899M","usgsCitation":"Lang, J.W., 1972, Geohydrologic summary of the Pearl River basin, Mississippi and Louisiana: U.S. Geological Survey Water Supply Paper 1899, iv, 44 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1899M.","productDescription":"iv, 44 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":110039,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25125.htm","linkFileType":{"id":5,"text":"html"},"description":"25125"},{"id":138153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1899m/report-thumb.jpg"},{"id":27641,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899m/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27642,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899m/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27643,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1899m/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":247102,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899m/plate-table_1.pdf","size":"1286","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8dfd","contributors":{"authors":[{"text":"Lang, Joseph W.","contributorId":30211,"corporation":false,"usgs":true,"family":"Lang","given":"Joseph","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144649,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3106,"text":"wsp2099 - 1972 - Quality of surface waters of the United States, 1968, Part 11, Pacific slope basin in California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:36","indexId":"wsp2099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"2099","title":"Quality of surface waters of the United States, 1968, Part 11, Pacific slope basin in California","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2099","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Quality of surface waters of the United States, 1968, Part 11, Pacific slope basin in California: U.S. Geological Survey Water Supply Paper 2099, viii, 359 p. ;23 cm., https://doi.org/10.3133/wsp2099.","productDescription":"viii, 359 p. ;23 cm.","costCenters":[],"links":[{"id":139348,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2099/report-thumb.jpg"},{"id":30018,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651944","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":528083,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56443,"text":"wdrAR711 - 1972 - Water resources data for Arkansas, water year 1971; Part 1, Surface water records","interactions":[],"lastModifiedDate":"2012-02-02T00:12:22","indexId":"wdrAR711","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AR-71-1","title":"Water resources data for Arkansas, water year 1971; Part 1, Surface water records","language":"ENGLISH","doi":"10.3133/wdrAR711","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Arkansas, water year 1971; Part 1, Surface water records: U.S. Geological Survey Water Data Report AR-71-1, 189 p., https://doi.org/10.3133/wdrAR711.","productDescription":"189 p.","costCenters":[],"links":[{"id":184126,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f77a2","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":532624,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56521,"text":"wdrIA711 - 1972 - Water resources data for Iowa, water year 1971","interactions":[],"lastModifiedDate":"2012-02-02T00:11:50","indexId":"wdrIA711","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"IA-71-1","title":"Water resources data for Iowa, water year 1971","language":"ENGLISH","doi":"10.3133/wdrIA711","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Iowa, water year 1971: U.S. Geological Survey Water Data Report IA-71-1, 362 p., https://doi.org/10.3133/wdrIA711.","productDescription":"362 p.","costCenters":[],"links":[{"id":174551,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1971/ia-71-1/report-thumb.jpg"},{"id":88140,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1971/ia-71-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fde4b07f02db5f5eeb","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":532702,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56517,"text":"wdrIL711 - 1972 - Water resources data for Illinois, water year 1971","interactions":[],"lastModifiedDate":"2012-02-02T00:11:50","indexId":"wdrIL711","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"IL-71-1","title":"Water resources data for Illinois, water year 1971","language":"ENGLISH","doi":"10.3133/wdrIL711","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Illinois, water year 1971: U.S. Geological Survey Water Data Report IL-71-1, 289 p., https://doi.org/10.3133/wdrIL711.","productDescription":"289 p.","costCenters":[],"links":[{"id":174461,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6da4","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":532698,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2764,"text":"wsp1873F - 1972 - Determination of mass balance and entrainment in the stratified Duwamish River Estuary, King County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1873F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1873","chapter":"F","title":"Determination of mass balance and entrainment in the stratified Duwamish River Estuary, King County, Washington","docAbstract":"During a study of the effects of waste-water input on the stratified Duwamish River estuary, intensive water-velocity and salinity measurements were made in both the lower salt wedge and the upper fresher water layer for tidal-cycle periods. The net movement of water and salt mass past a cross section during a tidal cycle was determined from integration of the measured rates of movement of water and salt past the section. The net volume of water that moved downstream past the section during the cycle agreed with the volume of fresh-water inflow at the head of the estuary within (1) 3.8 and 7.2 percent, respectively, for two studies made during periods of maximum and minimum tidal-prism thickness and identical inflow rates .of 312 cfs (cubic feet per second), and (2) 15 percent for one study made during a period of average tidal-prism thickness and an inflow rate of 1,280 cfs. For the three studies, the difference between salt mass transported upstream and downstream during the cycles ranged from 0.8 to 19 percent of the respective mean salt-mass transport. Water was entrained from the .salt-water wedge into the overlying layer of mixed fresh and salt water at tidal-cycle-average rates of 30 and 69 cfs per million square feet of interface for the inflow rates of 312 cfs, and 99 cfs per million square feet of interface for an inflow rate of 1,280 cfs. At a constant inflow rate, the rate of entrainment of salt-wedge water in the Duwamish River estuary more than doubled for a doubling of tidal-prism thickness. It also doubled for a quadrupling of inflow rate at about constant tidal-prism thickness.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1873F","usgsCitation":"Stoner, J., 1972, Determination of mass balance and entrainment in the stratified Duwamish River Estuary, King County, Washington: U.S. Geological Survey Water Supply Paper 1873, iii, 17 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1873F.","productDescription":"iii, 17 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":138598,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1873f/report-thumb.jpg"},{"id":29199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1873f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6677b3","contributors":{"authors":[{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":145743,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1946,"text":"wsp1873E - 1972 - Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina","interactions":[{"subject":{"id":55881,"text":"ofr68327 - 1968 - Interim report on sea-water encroachment into the Cape Fear River Estuary, North Carolina","indexId":"ofr68327","publicationYear":"1968","noYear":false,"title":"Interim report on sea-water encroachment into the Cape Fear River Estuary, North Carolina"},"predicate":"SUPERSEDED_BY","object":{"id":1946,"text":"wsp1873E - 1972 - Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina","indexId":"wsp1873E","publicationYear":"1972","noYear":false,"chapter":"E","title":"Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina"},"id":1}],"lastModifiedDate":"2019-12-30T10:14:20","indexId":"wsp1873E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1873","chapter":"E","title":"Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina","docAbstract":"This report presents the results of a fluorescent-dye-tracing study to determine the concentrations of a pollutant that would be present in the Northeast Cape Fear Estuary at various rates of continuous waste injection and freshwater inflow. Rhodamine WT dye was introduced into the estuary at a constant rate over a 24.8-hour period (two tidal cycles) at a point 6.4 miles upstream from the mouth in Wilmington, N.C., and concentrations were monitored at several selected sections in the tide-affected part of the river for 17 days. The range between high and low tide in this reach of the estuary averages at-rut 3.5 feet, and there is usually strong flow in both directions. \r\n\r\nResults of the dye study indicate that if a pollutant were injected at a rate of 100 pounds per day under the conditions of relatively low inflow existing' at the time, concentrations would ultimately build up to 20 micrograms of dye per liter of water 1,000 feet downstream. The flushing time during the study is estimated to be 17 days. These results are extrapolated to include periods of lower or higher inflow. For example, at average intervals of 10 years, it is estimated that inflow is so low that 100 days are required for a pollutant to travel the 6.4 miles from the point of waste release to the mouth of the river. Under these conditions it is expected that 1,000 feet downstream from the point of waste discharge, daily maximum concentrations will average about 130 micrograms per liter for each 100 pounds of pollutant injected per day. \r\n\r\nResults of a continuous discharge measurement of flow made by current meter during a complete tidal cycle are presented as a part of this report. Data from this measurement and other evidence indicate that net upstream flow in the estuary is possible over a period of several days.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1873E","usgsCitation":"Hubbard, E., and Stamper, W.G., 1972, Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina: U.S. Geological Survey Water Supply Paper 1873, v, 31 p. , https://doi.org/10.3133/wsp1873E.","productDescription":"v, 31 p. ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":138417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1873e/report-thumb.jpg"},{"id":27277,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1873e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Cape Fear Estuary","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.3599853515625,\n 33.77458136371689\n ],\n [\n -77.7227783203125,\n 33.77458136371689\n ],\n [\n -77.7227783203125,\n 34.5020297944346\n ],\n [\n -78.3599853515625,\n 34.5020297944346\n ],\n [\n -78.3599853515625,\n 33.77458136371689\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b47ea","contributors":{"authors":[{"text":"Hubbard, E. F.","contributorId":66666,"corporation":false,"usgs":true,"family":"Hubbard","given":"E. F.","affiliations":[],"preferred":false,"id":144416,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stamper, William G.","contributorId":58259,"corporation":false,"usgs":true,"family":"Stamper","given":"William","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":144415,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":56509,"text":"wdrID711 - 1972 - Water resources data for Idaho, water year 1971; Part 1, Surface water records","interactions":[],"lastModifiedDate":"2012-02-02T00:11:50","indexId":"wdrID711","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"ID-71-1","title":"Water resources data for Idaho, water year 1971; Part 1, Surface water records","language":"ENGLISH","doi":"10.3133/wdrID711","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Idaho, water year 1971; Part 1, Surface water records: U.S. Geological Survey Water Data Report ID-71-1, 323 p., https://doi.org/10.3133/wdrID711.","productDescription":"323 p.","costCenters":[],"links":[{"id":174846,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6f2e","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":532690,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24816,"text":"ofr72447 - 1972 - Appraisal of shallow ground-water resources, Pueblo Army Depot, Colorado","interactions":[],"lastModifiedDate":"2018-03-26T15:40:57","indexId":"ofr72447","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-447","title":"Appraisal of shallow ground-water resources, Pueblo Army Depot, Colorado","docAbstract":"The water supply for the Pueblo Army Depot, 15 miles wast of Pueblo, Colo., is obtained from wells that tap an aquifer in terrace alluvium. Withdrawals have resulted in a water-level decline of 27 feet, which adversely affects the discharge rate of individual wells. Furthermore, excessive pumpage has resulted in progressive deterioration of water quality. Over a 20-year period, hardness has increased from 70 milligrams per liter to 135 milligrams per liter and dissolved-solids content has increased from 250 milligrams per liter to 370 milligrams per liter.
\nTwo new supply wells were drilled in the southern part of the Depot and were tested to determine aquifer properties and probable production rate. The hydraulic conductivity determined from these tests ranged from about 350 to nearly 600 gallons per day per square foot. The transmissivity for the full thickness of the aquifer is in the range of 7,500 to 12,000 gallons per day per foot.<.p>\n
\n
The two new supply wells can be pumped at a combined rate of about 140 gallons per minute. If pumpage in the existing well field is reduced by the same amount, some recovery of water levels in the field will occur and the trend in water quality deterioration may slow or even reverse.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr72447","issn":"0094-9140","collaboration":"Prepared by the U.S. Geological Survey for the Department of the Army Pueblo Army Depot","usgsCitation":"Welder, F.A., and Hurr, R.T., 1972, Appraisal of shallow ground-water resources, Pueblo Army Depot, Colorado: U.S. Geological Survey Open-File Report 72-447, 44 p., https://doi.org/10.3133/ofr72447.","productDescription":"44 p.","numberOfPages":"53","costCenters":[],"links":[{"id":287752,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287751,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0447/report.pdf"}],"country":"United States","state":"Colorado","otherGeospatial":"Pueblo Army Depot","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104.75,38.0 ], [ -104.75,38.5 ], [ -104.25,38.5 ], [ -104.25,38.0 ], [ -104.75,38.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a38d","contributors":{"authors":[{"text":"Welder, Frank A.","contributorId":32173,"corporation":false,"usgs":true,"family":"Welder","given":"Frank","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":192617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hurr, R. Theodore","contributorId":27023,"corporation":false,"usgs":true,"family":"Hurr","given":"R.","email":"","middleInitial":"Theodore","affiliations":[],"preferred":false,"id":192616,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2791,"text":"wsp1999A - 1972 - Geohydrology of the lower Verdigris River valley between Muskogee and Catoosa, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1999A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1999","chapter":"A","title":"Geohydrology of the lower Verdigris River valley between Muskogee and Catoosa, Oklahoma","docAbstract":"Alluvium is the principal aquifer along the Verdigris River between Muskogee and Catoosa, Okla. Yields of 1 to 10 gallons of water per minute, adequate for most domestic and stock uses, are available in almost all areas underlain by alluvium. In places where the proportion of gravel to fine material is high, yields ranging from 10 to 30 gallons per minute are possible from large-diameter wells. Terrace deposits yield small amounts of water (1 to 10 gallons per minute), adequate for most domestic and stock uses. \r\n\r\nWater-level fluctuations, in response to seasonal changes in recharge and discharge, range from 1 to 5 feet. Long-term fluctuations, measured as changes in seasonal high or low water levels during 8 years of record, are about 10 feet in the alluvium and less than 5 feet in the terrace deposits. \r\n\r\nRecharge to the alluvium is mainly by precipitation. Recharge maintains groundwater levels above the level of the Verdigris River, which, in turn, is the natural drain of the aquifer. Discharge from the alluvium is by seepage into the river and its tributaries and by evapotranspiration. \r\n\r\nGenerally, the quality of the water in the alluvium and terrace deposits is suitable for domestic, stock, and irrigation uses.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1999A","usgsCitation":"Tanaka, H., 1972, Geohydrology of the lower Verdigris River valley between Muskogee and Catoosa, Oklahoma: U.S. Geological Survey Water Supply Paper 1999, iii, 23 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1999A.","productDescription":"iii, 23 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":138869,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1999a/report-thumb.jpg"},{"id":29275,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1999a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29276,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1999a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29277,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1999a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8838","contributors":{"authors":[{"text":"Tanaka, H.H.","contributorId":30610,"corporation":false,"usgs":true,"family":"Tanaka","given":"H.H.","email":"","affiliations":[],"preferred":false,"id":145796,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2630,"text":"wsp1880C - 1972 - Summary of floods in the United States during 1967","interactions":[],"lastModifiedDate":"2015-10-02T13:25:31","indexId":"wsp1880C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1880","chapter":"C","title":"Summary of floods in the United States during 1967","docAbstract":"This report describes the most outstanding floods in the United States during 1967. The two most destructive floods occurred in August in east-central Alaska and in September and October in southern Texas. In east-central Alaska, heavy rain on August 8-17 produced record-breaking floods near Fairbanks. Peak discharges on some streams in the area were from two to four times the 50-yea.r flood. Flood damage was estimated to have been $85 million, and six lives were lost. Torrential rains produced by Hurricane Beulah caused record-breaking floods on many streams in a 50,000-square-mile area in southern Texas and northeastern Mexico in September and October. As much as 25.5 inches of rain was measured at ESSA Weather Bureau stations in the period September 19-25. Major flooding occurred in the basins of the Guadalupe, San Antonio, Mission, Arkansas, and Nueces Rivers and in many small coastal basins in Texas ; on the Rio Grande and its floodways ; and in the Rio Alamo and Rio San Juan basins in Mexico. Peak discharges at several sites in Texas were more than three times the magnitude of a 50-year flood. Total damage in Texas due to wind, rain, stream flooding, sheet flow, ponding, and tidal flooding was $167 million. In addition to the two floods mentioned above, 27 others of lesser magnitude are considered important enough to be included in this annual flood summary.
","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1880C","collaboration":"Prepared in cooperation with Federal, State, and local agencies","usgsCitation":"Rostvedt, J., 1972, Summary of floods in the United States during 1967: U.S. Geological Survey Water Supply Paper 1880, vi, 115 p., https://doi.org/10.3133/wsp1880C.","productDescription":"vi, 115 p.","numberOfPages":"121","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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stream sedimentation in the Susquehanna River basin"},"id":1}],"lastModifiedDate":"2017-06-07T11:20:20","indexId":"wsp1532F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1532","chapter":"F","title":"Appraisal of stream sedimentation in the Susquehanna River basin","docAbstract":"The Susquehanna River presently transports about 3.0 million tons of sediment annually (110 tons per square mile). Only about 1.8 million tons of sediment enters the head of Chesapeake Bay annually because some sediment is trapped behind the power dams on the lower Susquehanna. Measured annual sediment yields from subbasins in the Susquehanna range from 40 to 440 tons per square mile. The highest yields are from parts of the glaciated section of the basin, in the anthracite coal region, and the Piedmont province. The lowest yields are from parts of the glaciated section of the basin and the Appalachian high plateau. Available data indicate that there has been a downward trend of sediment discharge in recent years. In the future, the high sediment yields associated with urbanization may offset this present downward trend.
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