{"pageNumber":"6305","pageRowStart":"157600","pageSize":"25","recordCount":184917,"records":[{"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":3293,"text":"cir648 - 1972 - Reports and maps of the Geological Survey released only in the open files, 1971","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"cir648","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"648","title":"Reports and maps of the Geological Survey released only in the open files, 1971","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir648","usgsCitation":"Weld, B., Iseri, K.T., and Brett, G.W., 1972, Reports and maps of the Geological Survey released only in the open files, 1971: U.S. Geological Survey Circular 648, 26 p. :26 cm., https://doi.org/10.3133/cir648.","productDescription":"26 p. :26 cm.","costCenters":[],"links":[{"id":117589,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1972/0648/report-thumb.jpg"},{"id":30289,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1972/0648/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f385","contributors":{"authors":[{"text":"Weld, Betsy A.","contributorId":68714,"corporation":false,"usgs":true,"family":"Weld","given":"Betsy A.","affiliations":[],"preferred":false,"id":146611,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Iseri, Kathleen T.","contributorId":77910,"corporation":false,"usgs":true,"family":"Iseri","given":"Kathleen","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":146612,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brett, George W.","contributorId":58622,"corporation":false,"usgs":true,"family":"Brett","given":"George","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":146610,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"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":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":25035,"text":"pp787 - 1972 - The Borrego Mountain earthquake of April 9, 1968","interactions":[{"subject":{"id":44168,"text":"ofr70349 - 1970 - Surface breaks formed at the time of and following the Borrego Mountain, California, earthquake of April 8, 1968","indexId":"ofr70349","publicationYear":"1970","noYear":false,"title":"Surface breaks formed at the time of and following the Borrego Mountain, California, earthquake of April 8, 1968"},"predicate":"SUPERSEDED_BY","object":{"id":25035,"text":"pp787 - 1972 - The Borrego Mountain earthquake of April 9, 1968","indexId":"pp787","publicationYear":"1972","noYear":false,"title":"The Borrego Mountain earthquake of April 9, 1968"},"id":1}],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"pp787","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"787","title":"The Borrego Mountain earthquake of April 9, 1968","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp787","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, The Borrego Mountain earthquake of April 9, 1968: U.S. Geological Survey Professional Paper 787, 207 p., https://doi.org/10.3133/pp787.","productDescription":"207 p.","costCenters":[],"links":[{"id":113025,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0787/report.pdf","size":"49193","linkFileType":{"id":1,"text":"pdf"}},{"id":113026,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-1.pdf","size":"5601","linkFileType":{"id":1,"text":"pdf"}},{"id":113027,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-2.pdf","size":"5957","linkFileType":{"id":1,"text":"pdf"}},{"id":113028,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-3.pdf","size":"2229","linkFileType":{"id":1,"text":"pdf"}},{"id":113029,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-4.pdf","size":"7365","linkFileType":{"id":1,"text":"pdf"}},{"id":113030,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0787/plate-5.pdf","size":"3399","linkFileType":{"id":1,"text":"pdf"}},{"id":157832,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0787/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad3e4b07f02db6822f6","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":529153,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":24714,"text":"ofr72381 - 1972 - Availability of ground water for public-water supply in the Pensacola area, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"ofr72381","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":"72-381","title":"Availability of ground water for public-water supply in the Pensacola area, Florida","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr72381","issn":"0094-9140","usgsCitation":"Trapp, H., 1972, Availability of ground water for public-water supply in the Pensacola area, Florida: U.S. Geological Survey Open-File Report 72-381, 94  p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr72381.","productDescription":"94  p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":157522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667e07","contributors":{"authors":[{"text":"Trapp, Henry Jr.","contributorId":6034,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":192422,"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":64684,"text":"i664 - 1972 - Geologic map of the Richville-Bigelow area, St. Lawrence County, New York","interactions":[],"lastModifiedDate":"2012-02-10T00:10:53","indexId":"i664","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"664","subseriesTitle":"NONE","title":"Geologic map of the Richville-Bigelow area, St. Lawrence County, New York","language":"ENGLISH","doi":"10.3133/i664","usgsCitation":"Bannerman, H.M., 1972, Geologic map of the Richville-Bigelow area, St. Lawrence County, New York: U.S. Geological Survey IMAP 664, 1 map, https://doi.org/10.3133/i664.","productDescription":"1 map","costCenters":[],"links":[{"id":106901,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9442.htm","linkFileType":{"id":5,"text":"html"},"description":"9442"},{"id":186915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"8000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.36749999999999,44.3675 ], [ -75.36749999999999,44.5 ], [ -75.33333333333333,44.5 ], [ -75.33333333333333,44.3675 ], [ -75.36749999999999,44.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db69131d","contributors":{"authors":[{"text":"Bannerman, Harold MacColl","contributorId":40192,"corporation":false,"usgs":true,"family":"Bannerman","given":"Harold","email":"","middleInitial":"MacColl","affiliations":[],"preferred":false,"id":271981,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":62306,"text":"gq1031 - 1972 - Geologic map of the Central City East quadrangle, Muhlenberg and Ohio Counties, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:41","indexId":"gq1031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1031","title":"Geologic map of the Central City East quadrangle, Muhlenberg and Ohio Counties, Kentucky","language":"ENGLISH","doi":"10.3133/gq1031","usgsCitation":"Palmer, J., 1972, Geologic map of the Central City East quadrangle, Muhlenberg and Ohio Counties, Kentucky: U.S. Geological Survey Geologic Quadrangle 1031, 1 map., https://doi.org/10.3133/gq1031.","productDescription":"1 map.","costCenters":[],"links":[{"id":107475,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10576.htm","linkFileType":{"id":5,"text":"html"},"description":"10576"},{"id":248489,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1031/report.pdf","size":"39","linkFileType":{"id":1,"text":"pdf"}},{"id":253550,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1031/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.11749999999999,37.25 ], [ -87.11749999999999,37.3675 ], [ -87,37.3675 ], [ -87,37.25 ], [ -87.11749999999999,37.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ae4b07f02db69d119","contributors":{"authors":[{"text":"Palmer, James Edward","contributorId":77231,"corporation":false,"usgs":true,"family":"Palmer","given":"James Edward","affiliations":[],"preferred":false,"id":267206,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4711,"text":"twri04B1 - 1972 - Low-flow investigations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri04B1","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"04-B1","title":"Low-flow investigations","docAbstract":"This manual describes methods of defining the low-flow characteristics of streams, shows how certain basin characteristics influence the mean and variability of annual low flows, and recommends procedures for data collection, analysis, and reporting.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/twri04B1","issn":"0565-596X","usgsCitation":"Riggs, H.C., 1972, Low-flow investigations: U.S. Geological Survey Techniques of Water-Resources Investigations 04-B1, vi, 18 p. :ill., maps ;26 cm. Reprinted in 1982, 1989., https://doi.org/10.3133/twri04B1.","productDescription":"vi, 18 p. :ill., maps ;26 cm. Reprinted in 1982, 1989.","costCenters":[],"links":[{"id":139157,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":300,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri4b1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648796","contributors":{"authors":[{"text":"Riggs, H. C.","contributorId":17210,"corporation":false,"usgs":true,"family":"Riggs","given":"H.","email":"","middleInitial":"C.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":149660,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4707,"text":"twri03C3 - 1972 - Computation of fluvial-sediment discharge","interactions":[],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri03C3","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-C3","title":"Computation of fluvial-sediment discharge","docAbstract":"This report is one of a series concerning the concepts, measurement, laboratory procedures, and computation of fluvial-sediment discharge. Material in this report includes procedures and forms used to compile and evaluate particle-size and concentration data, to compute fluvial-sediment discharge, and to prepare sediment records for publication.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off. : for sale by the Branch of Distribution, U.S. Geological Survey,","doi":"10.3133/twri03C3","issn":"0565-596X","usgsCitation":"Porterfield, G., 1972, Computation of fluvial-sediment discharge: U.S. Geological Survey Techniques of Water-Resources Investigations 03-C3, vi, 66 p. :ill. ;26 cm. Reprinted in 1977., https://doi.org/10.3133/twri03C3.","productDescription":"vi, 66 p. :ill. ;26 cm. Reprinted in 1977.","costCenters":[],"links":[{"id":296,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri3-c3/","linkFileType":{"id":5,"text":"html"}},{"id":139145,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f63d","contributors":{"authors":[{"text":"Porterfield, George","contributorId":68719,"corporation":false,"usgs":true,"family":"Porterfield","given":"George","email":"","affiliations":[],"preferred":false,"id":149654,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":37629,"text":"tp60 - 1972 - Studies on selected myxobacteria pathogenic for fishes and on bacterial gill disease in hatchery-reared salmonids","interactions":[],"lastModifiedDate":"2016-03-08T14:28:33","indexId":"tp60","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":89,"text":"Technical Paper","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"60","title":"Studies on selected myxobacteria pathogenic for fishes and on bacterial gill disease in hatchery-reared salmonids","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Bullock, G.L., 1972, Studies on selected myxobacteria pathogenic for fishes and on bacterial gill disease in hatchery-reared salmonids: Technical Paper 60, 30 p.","productDescription":"30 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":365,"text":"Leetown Science Center","active":true,"usgs":true}],"links":[{"id":162553,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d6f","contributors":{"authors":[{"text":"Bullock, G. L.","contributorId":69498,"corporation":false,"usgs":true,"family":"Bullock","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":218368,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2110,"text":"wsp1982 - 1972 - Chemical quality of water in the Walnut River basin, south-central Kansas","interactions":[{"subject":{"id":55854,"text":"ofr68167 - 1968 - Chemical quality of water in the Walnut River basin, south-central Kansas","indexId":"ofr68167","publicationYear":"1968","noYear":false,"title":"Chemical quality of water in the Walnut River basin, south-central Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2110,"text":"wsp1982 - 1972 - Chemical quality of water in the Walnut River basin, south-central Kansas","indexId":"wsp1982","publicationYear":"1972","noYear":false,"title":"Chemical quality of water in the Walnut River basin, south-central Kansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1982","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":"1982","title":"Chemical quality of water in the Walnut River basin, south-central Kansas","docAbstract":"Improper disposal of oil-field brine and other wastes has adversely affected \r\nthe naturally diverse chemical quality of much of the water in the Walnut \r\nRiver basin, south-central Kansas. \r\nThe basin is an area of about 2,000 square miles in the shape of a rough \r\ntriangle with its apex toward the south. The Whitewater River, a principal \r\ntributary, and the Walnut River below its junction with the Whitewater River \r\nflow southward toward the Arkansas River along courses nearly coincident with \r\nthe contact of the Chase and overlying Sumner Groups of Permian age. The \r\ncourses of many minor tributaries are parallel to a well-developed joint system \r\nin the Permian rock. \r\nThick interbedded limestone and shale of the Chase Group underlie the more \r\nextensive, eastern part of the basin. Natural waters are dominantly of the \r\ncalcium bicarbonate type. Shale and subordinate strata of limestone, gypsum, \r\nand dolomite of the Sumner Group underlie the western part of the basin. \r\nNatural waters are dominantly of the calcium sulfate type. Inflow from most \r\neast-bank tributaries dilutes streamflow of the Walnut River; west-bank tributaries, including the Whitewater River, contribute most of the sulfate. \r\nTerrace deposits and alluvial fill along the stream channels are assigned to \r\nthe Pleistocene and Holocene Series. Calcium bicarbonate waters are common \r\nas a result of the dissolution of nearly ubiquitous fragments of calcareous rock, \r\nbut the chemical quality of the water in the discontinuous aquifers depends \r\nmainly on the quality of local recharge. \r\nConcentrations of dissolved solids and of one or more ions in most well waters \r\nexceeded recommended maximums for drinking water. Nearly all the ground \r\nwater is hard to very hard. High concentrations of sulfate characterize waters \r\nfrom gypsiferous aquifers; high concentrations of chloride characterize ground \r\nwaters affected by drainage from oil fields. Extensive fracture and dissolution \r\nof the Permian limestones facilitated pollution of ground water by oil-field \r\nbrine and migration of the polluted water into adjacent areas. Ground water \r\ncontaining more than 1,000 mg/o=l (milligrams per liter) dissolved solids .and \r\nmore than 100 mg/o=l chloride is common near oil fields but is exceptional \r\nelsewhere.\r\nThe concentration of nitrate in about 25 percent of the sampled well waters \r\nexceeded the recommended maximum for drinking water. High concentrations \r\nof nitrate generally were associated with shallow aquifers, local sources of \r\norganic pollution, and stagnation. \r\nSodium and chloride are the principle ionic constituents of oil-field brine but \r\nare minor constituents of natural surface waters or shallow ground water in the \r\nbasin. The ratios of the concentrations of sodium to chloride in brine from \r\ndifferent oil fields varied within a narrow range from a mean of 0.52. Concentrations of chloride exceeding 50 mg/o=l in streamflow and 100 mg/l in ground \r\nwater generally signified the presence of oil-field brine if the sodium-chloride \r\nratios were less than 0.60. Higher sodium-chloride ratios characterized relatively rare occurrences of high concentrations of the ions that might have \r\noriginated in evaporite minerals or in sewage. \r\nThe concentration of chloride during low flow of the major streams generally \r\nincreased, and the sodium-chloride ratio decreased, in a downstream direction from about 0.65 near the headwaters to about 0.51, which is characteristic of oil-field brine. The changes were most abrupt where polluted ground-water effluent augmented low streamflow adjacent to old oil fields. With increased direct runoff, the sodium-chloride ratio normally increased, and these ions constituted a smaller percentage of the dissolved-solids load. \r\n\r\nAnnual runoff .decreased progressively from above normal to below normal during water years 1962-64. Higher concentrations .of the ions in streamflow persisted for longer periods during the periods of low runoff","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1982","usgsCitation":"Leonard, R., 1972, Chemical quality of water in the Walnut River basin, south-central Kansas: U.S. Geological Survey Water Supply Paper 1982, viii, 113 p. :ill., maps (3 fold. col. in pocket) ;24 cm., https://doi.org/10.3133/wsp1982.","productDescription":"viii, 113 p. :ill., maps (3 fold. col. in pocket) ;24 cm.","costCenters":[],"links":[{"id":138319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1982/report-thumb.jpg"},{"id":27685,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1982/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":247111,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1982/plate-1.pdf","size":"8555","linkFileType":{"id":1,"text":"pdf"}},{"id":247112,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1982/plate-2.pdf","size":"4237","linkFileType":{"id":1,"text":"pdf"}},{"id":247113,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1982/plate-3.pdf","size":"5398","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e3209","contributors":{"authors":[{"text":"Leonard, Robert B.","contributorId":14407,"corporation":false,"usgs":true,"family":"Leonard","given":"Robert B.","affiliations":[],"preferred":false,"id":144688,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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