{"pageNumber":"4710","pageRowStart":"117725","pageSize":"25","recordCount":165573,"records":[{"id":25885,"text":"wri824018 - 1983 - Determination of dissolved aluminum in water samples","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri824018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4018","title":"Determination of dissolved aluminum in water samples","docAbstract":"A technique has been modified for determination of a wide range of concentrations of dissolved aluminum (Al) in water and has been tested. In this technique, aluminum is complexed with 8-hydroxyquinoline at pH 8.3 to minimize interferences, then extracted with methyl isobutyl ketone (MIBK). The extract is analyzed colorimetrically at 395 nm. This technique is used to analyze two forms of monomeric Al, nonlabile (organic complexes) and labile (free, Al, Al sulfate, fluoride and hydroxide complexes). A detection limit 2 ug/L is possible with 25-ml samples and 10-ml extracts. The detection limit can be decreased by increasing the volume of the sample and (or) decreasing the volume of the methyl isobutyl ketone extract. The analytical uncertainty of this method is approximately + or - 5 percent. The standard addition technique provides a recovery test for this technique and ensures precision in samples of low Al concentrations. The average percentage recovery of the added Al plus the amount originally present was 99 percent. Data obtained from analyses of filtered standard solutions indicated that Al is adsorbed on various types of filters. However, the relationship between Al concentrations and adsorption remains linear. A test on standard solutions also indicated that Al is not adsorbed on nitric acid-washed polyethylene and polypropylene bottle wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824018","usgsCitation":"Afifi, A., 1983, Determination of dissolved aluminum in water samples: U.S. Geological Survey Water-Resources Investigations Report 82-4018, iii, 16 p. :ill. ;28 cm., https://doi.org/10.3133/wri824018.","productDescription":"iii, 16 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123767,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4018/report-thumb.jpg"},{"id":54647,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6677f2","contributors":{"authors":[{"text":"Afifi, A.A.","contributorId":98768,"corporation":false,"usgs":true,"family":"Afifi","given":"A.A.","email":"","affiliations":[],"preferred":false,"id":195423,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24977,"text":"pp1245 - 1983 - Historical surface deformation near Oildale, California","interactions":[],"lastModifiedDate":"2017-04-25T14:33:04","indexId":"pp1245","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"1245","title":"Historical surface deformation near Oildale, California","docAbstract":"<p>Historical surface deformation recognized in the southern San Joaquin Valley and adjacent Sierra Nevada foothills near Oildale, Calif., includes: normal and apparently aseismic dip slip along four faults; subsidence within or adjacent to the Kern Front, Poso Creek, Mount Poso, and Fruitvale oil fields; and uplift of much of the area within and north of the Kern River oil field. As much as 0.34 m of vertical separation has been observed along a 5.2-km segment of the Kern Front fault, the structural barrier separating the Kern Front oil field on the west from the Kern River field to the east. Similar separations of as much as 0.15 m and 0.32 m, respectively, have also been identified along the surface traces of two en echelon faults between the Premier and Enas areas of the Poso Creek oil field and the fault that defines the southeast flank of the Premier area. The measured height changes are based on both unadjusted observed elevations and minimally constrained adjusted elevations developed from repeated control levelings referred to a relatively stable local bench mark; measurement error in the reported vertical movements probably is less than 0.05 m. Differential subsidence of at least 0.31 m (1903-68) and 0.05 m (1926/27/30/31-59) has occurred within the Kern Front and Fruitvale oil fields, respectively; subsidence of as much as 0.33 m (1903-53) and 0.19 m (1931-63) has also been measured along the north edge of the Premier area of the Poso Creek oil field and the south edge of the Main area of the Mount Poso field, respectively. Differential uplift of as much as 0.11 m and 0.13 m occurred within and immediately north of the Kern River oil field between 1903 and 1968, and similar uplift of as much as 0.19 m was measured along the north edge of the Dominion area of the Mount Poso field between 1931 and 1963. </p><p>Differential subsidence within the Kern Front and Fruitvale oil fields and along the edges of the Poso Creek and Mount Poso fields is attributable to subsurface compaction owing to fluid withdrawal; absence of subsidence within the much larger Kern River field probably is the result of either production from compaction-resistant materials or natural water flooding that has acted to preserve reservoir fluid pressures in the generally shallow producing beds. Contemporary displacements on the Kern Front fault and those along the faults within and adjacent to the Poso Creek oil field are attributable largely or entirely to changes in the subsurface stress regime associated with reservoir compaction; accumulated elastic strain of tectonic derivation conceivably contributed to the development of these displacements. The apparent uplift within and north of the Kern River oil field and along the north edge of the Mount Poso field probably is due in part to compaction of as much as 0.055 m beneath the reference bench mark; most of this apparent uplift, however, is interpreted as an effect of tectonic tilting.</p>","language":"English","publisher":"U.S. Government Publishing Office","doi":"10.3133/pp1245","usgsCitation":"Castle, R.O., Church, J.P., Yerkes, R.F., and Manning, J.C., 1983, Historical surface deformation near Oildale, California: U.S. Geological Survey Professional Paper 1245, Report: iv, 42 p.; 2 Plates: 25.12 x 36.22 inches and 29.04 x 39.66 inches, https://doi.org/10.3133/pp1245.","productDescription":"Report: iv, 42 p.; 2 Plates: 25.12 x 36.22 inches and 29.04 x 39.66 inches","costCenters":[],"links":[{"id":104580,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4766.htm","linkFileType":{"id":5,"text":"html"},"description":"4766"},{"id":126340,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1245/report-thumb.jpg"},{"id":53963,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1245/report.pdf","text":"Report","size":"4.09 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":340319,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1245/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":340320,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1245/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.2,\n              35.3\n            ],\n            [\n              -118.8,\n              35.3\n            ],\n            [\n              -118.8,\n              35.7\n            ],\n            [\n              -119.2,\n              35.7\n            ],\n            [\n              -119.2,\n              35.3\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c2a7","contributors":{"authors":[{"text":"Castle, Robert O.","contributorId":22741,"corporation":false,"usgs":true,"family":"Castle","given":"Robert","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":192930,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Church, Jack P.","contributorId":6480,"corporation":false,"usgs":true,"family":"Church","given":"Jack","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":192928,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Yerkes, Robert F.","contributorId":64239,"corporation":false,"usgs":true,"family":"Yerkes","given":"Robert","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":192931,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Manning, John C.","contributorId":10460,"corporation":false,"usgs":true,"family":"Manning","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192929,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26426,"text":"wri834064 - 1983 - Sediment transport in the Tanana River near Fairbanks, Alaska, 1980-81","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri834064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4064","title":"Sediment transport in the Tanana River near Fairbanks, Alaska, 1980-81","docAbstract":"Suspended-sediment- and bedload-transport rates for the Tanana River near Fairbanks, Alaska, can be related to water discharge. Annual sediment loads can be computed using these relations. For a site at Fairbanks, the annual loads in 1980 were 22.0 million metric tons of suspended sediment and 272,000 metric tons of bedload; in 1981, 27.3 million metric tons of suspended sediment and 333,000 metric tons of bedload passed the Fairbanks site. Data collected at five other locations within a 40 km reach of the river indicate very similar suspended-sediment transport relations, but bedload-transport relations vary from site to site and between 1980 and 1981. For all sites bedload is usually 1 to 1.5 percent of suspended-sediment load. Particle-size distribution for suspended sediment is similar at all six sites. Median particle size is generally in the silt range; only occasionally is it in the very fine sand range. Median particle size of bedload varied from the gravel range to the medium sand range for five of the six sampling sites in both years. At the sixth site, the most downstream location, median particle size of bedload was in the sand range. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834064","usgsCitation":"Burrows, R., and Harrold, P., 1983, Sediment transport in the Tanana River near Fairbanks, Alaska, 1980-81: U.S. Geological Survey Water-Resources Investigations Report 83-4064, vii, 122 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834064.","productDescription":"vii, 122 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":110158,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35700.htm","linkFileType":{"id":5,"text":"html"},"description":"35700"},{"id":119134,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_83_4064.jpg"},{"id":13747,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri83-4064/","linkFileType":{"id":5,"text":"html"}},{"id":55217,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4064/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55218,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4064/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbeaf","contributors":{"authors":[{"text":"Burrows, R.L.","contributorId":19977,"corporation":false,"usgs":true,"family":"Burrows","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":196368,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harrold, P.E.","contributorId":89935,"corporation":false,"usgs":true,"family":"Harrold","given":"P.E.","email":"","affiliations":[],"preferred":false,"id":196369,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26162,"text":"wri834169 - 1983 - Preliminary report of the geohydrology near Cypress Creek and Richton salt domes, Perry County, Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri834169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4169","title":"Preliminary report of the geohydrology near Cypress Creek and Richton salt domes, Perry County, Mississippi","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834169","usgsCitation":"Bentley, C., 1983, Preliminary report of the geohydrology near Cypress Creek and Richton salt domes, Perry County, Mississippi: U.S. Geological Survey Water-Resources Investigations Report 83-4169, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834169.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158120,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4169/report-thumb.jpg"},{"id":54954,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4169/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cbb5","contributors":{"authors":[{"text":"Bentley, C.B.","contributorId":28223,"corporation":false,"usgs":true,"family":"Bentley","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":195922,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26159,"text":"wri834077 - 1983 - A preliminary assessment of the hydrologic characteristics of the James River in South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri834077","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4077","title":"A preliminary assessment of the hydrologic characteristics of the James River in South Dakota","docAbstract":"The James River in South Dakota has very restricted channel capacities within the Lake Dakota Plain. Channel capacities in Brown County are as little as 200 cubic feet per second, and spring flooding can be expected on an average of every other year. The river has potential for extended periods of flooding an average of once in 10 years. Extended periods of no flow during late-summer and winter also can be expected. Excluding flows of a very large magnitude, average travel time between Columbia and Scotland (a distance of 382 river miles) is estimated to be 25-30 days for most flows. The upstream reach of the James River within the Lake Dakota Plain generally loses discharge with distance whereas the downstream reach generally gains discharge with distance. Ground water - surface water interaction does not appear to be significant along upstream reaches of the James River. Some interaction, although not quantified, does occur in Hanson, Davison, and Yankton Counties. Sand Lake National Wildlife Refuge, located just downsteam from the State line and containing Sand and Mud Lakes (combined capacity = 24,600 acre-feet), is a major source of water loss between LaMoure, N. Dak. and Columbia, S. Dak. Gross evaporation losses from the lakes during 1969-81 is estimated to have been slightly more than 29,000 acre-feet per year. Unaccounted-for losses in the lake system are estimated to have been slightly more than 19,000 acre-feet per year. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834077","usgsCitation":"Benson, R., 1983, A preliminary assessment of the hydrologic characteristics of the James River in South Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4077, viii, 122 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834077.","productDescription":"viii, 122 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4077/report-thumb.jpg"},{"id":54953,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4077/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8b88","contributors":{"authors":[{"text":"Benson, R.D.","contributorId":23955,"corporation":false,"usgs":true,"family":"Benson","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":195919,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25798,"text":"wri834232 - 1983 - Time of travel and dispersion study in the Androscoggin River basin, Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri834232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4232","title":"Time of travel and dispersion study in the Androscoggin River basin, Maine","docAbstract":"In a series of dye tracer studies at discharge ranging from 45 to 212 cubic meters per second, time of travel and dispersion characteristics were determined at 12 sampling sites along 123 kilometers of the Androscoggin River (Rumford to Prejepscot Dam). Dye-cloud centroid traveltimes ranged from approximately 120 hours at high discharge to 410 hours at flows approaching 95 percentile duration. Longitudinal dispersion coeficients ranged from 21.3 to 76.7 square meters per second. In the 37.2 kilometer unsteady flow reach from Gulf Island Dam to Prejepscot Dam, the concept of mass flow versus time was applied to relate centroid traveltime to average discharge at five sites. This information was used to develop traveltime versus discharge relationships, traveltime versus distance relationships, and longitudinal dispersion coefficients. In Gulf Island Pond, a 70.4 million cubic meter impoundment, three complete dye clouds were traced. The range of observed centroid traveltime through the pound was 110 hours at a mean discharge of 84 cubic meters per second to 260 hours at 59 cubic meters per second. Traveltimes are dependent upon reservoir stratification and mixing as well as discharge. During 1981, inflowing dye-tagged water at 19.0 and 19.5 degrees Celsius was observed to seek its own temperature density level during movement along the thalweg. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834232","usgsCitation":"Parker, G., Westerman, G., Hunt, G., and Morrill, G., 1983, Time of travel and dispersion study in the Androscoggin River basin, Maine: U.S. Geological Survey Water-Resources Investigations Report 83-4232, vii, 135 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834232.","productDescription":"vii, 135 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157894,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4232/report-thumb.jpg"},{"id":54543,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4232/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4c6c","contributors":{"authors":[{"text":"Parker, G.W.","contributorId":100374,"corporation":false,"usgs":true,"family":"Parker","given":"G.W.","email":"","affiliations":[],"preferred":false,"id":195121,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Westerman, G.S.","contributorId":22387,"corporation":false,"usgs":true,"family":"Westerman","given":"G.S.","email":"","affiliations":[],"preferred":false,"id":195119,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hunt, G.S.","contributorId":20360,"corporation":false,"usgs":true,"family":"Hunt","given":"G.S.","email":"","affiliations":[],"preferred":false,"id":195118,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Morrill, G.L.","contributorId":89175,"corporation":false,"usgs":true,"family":"Morrill","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":195120,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25786,"text":"wri834214 - 1983 - Subsurface storage of freshwater in south Florida: A prospectus","interactions":[],"lastModifiedDate":"2021-12-21T22:10:20.198858","indexId":"wri834214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4214","title":"Subsurface storage of freshwater in south Florida: A prospectus","docAbstract":"<p>A method of increasing storage capacity for freshwater in south Florida is to use brackish artesian aquifers as reservoirs. In this way, water deficiencies occurring during the annual dry season can be offset by surplus water obtained during the wet season and injected underground. Most of south Florida is underlain by several deep, confined, carbonate waterbearing zones which might be suitable for freshwater storage. These zones are in the Avon Park, Ocala, Suwannee, Tampa, and Hawthorn Formations. Experimental freshwater injection systems have been operated at five locations with promising, but not fully definitive, results. A determination of the feasibility of freshwater injection at a selected site begins with an assessment of the local geologic suitability. Verification of feasibility, however, requires injection and recovery tests to be performed at the site. Recovery efficiency, a measure of the success of the operation, is the amount of potable water, expressed as a percentage of the volume injected, which can be recovered before its salinity, or the concentration of other chemical constituents present in the native aquifer water, increases to the point that the recovered water is no longer useable.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834214","usgsCitation":"Merritt, M.L., Meyer, F., Sonntag, W.H., and Fitzpatrick, D., 1983, Subsurface storage of freshwater in south Florida: A prospectus: U.S. Geological Survey Water-Resources Investigations Report 83-4214, iv, 69 p., https://doi.org/10.3133/wri834214.","productDescription":"iv, 69 p.","costCenters":[],"links":[{"id":393273,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35857.htm"},{"id":54535,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4214/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158858,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4214/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.705078125,\n              24.966140159912975\n            ],\n            [\n              -79.6728515625,\n              24.966140159912975\n            ],\n            [\n              -79.6728515625,\n              27.15692045688088\n            ],\n            [\n              -82.705078125,\n              27.15692045688088\n            ],\n            [\n              -82.705078125,\n              24.966140159912975\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6999b3","contributors":{"authors":[{"text":"Merritt, M. L.","contributorId":47401,"corporation":false,"usgs":true,"family":"Merritt","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195069,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meyer, F.W.","contributorId":25150,"corporation":false,"usgs":true,"family":"Meyer","given":"F.W.","email":"","affiliations":[],"preferred":false,"id":195067,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sonntag, W. H.","contributorId":106127,"corporation":false,"usgs":true,"family":"Sonntag","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":195070,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Fitzpatrick, D. J.","contributorId":33313,"corporation":false,"usgs":true,"family":"Fitzpatrick","given":"D. J.","affiliations":[],"preferred":false,"id":195068,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26429,"text":"wri834276 - 1983 - Problems in estimating self-supplied industrial water use by indirect methods, the California example","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri834276","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4276","title":"Problems in estimating self-supplied industrial water use by indirect methods, the California example","docAbstract":"Consumptive fresh-water use by industry in California is estimated at about 230 million gallons per day, or about one-half of one percent of agricultural withdrawals in the State , and only about 1 percent of agricultural consumptive use. Therefore, a significant State-wide realignment of the total water resources could not be made by industrial conservation measures. Nevertheless, considerable latitude for water conservation exists in industry -- fresh water consumed by self-supplied industry amounts to about 40 percent of its withdrawals in California, and only about 10 to 15 percent nationally (not including power-plant use). Furthermore, where firms withdraw and consume less water there is more for others nearby to use. The main question in attempting to estimate self-supplied industrial water use in California by indirect methods was whether accurate estimates of industrial water use could be made from data on surrogates such as production and employment. The answer is apparently not. A fundamental problem was that different data bases produced variable coefficients of water use for similar industries. Much of the potential for error appeared to lie in the water data bases rather than the production or employment data. The apparent reasons are that water-use data are based on responses to questionnaires, which are prone to errors in reporting, and because the data may be aggregated inappropriately for this kind of correlation. Industries within an apparently similar category commonly use different amounts of water, both because of differences in the product and because of differences in production processes even where the end-product is similar. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834276","usgsCitation":"Burt, R., 1983, Problems in estimating self-supplied industrial water use by indirect methods, the California example: U.S. Geological Survey Water-Resources Investigations Report 83-4276, vi, 20 p. :ill. ;28 cm., https://doi.org/10.3133/wri834276.","productDescription":"vi, 20 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4276/report-thumb.jpg"},{"id":55221,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4276/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643a7b","contributors":{"authors":[{"text":"Burt, R.J.","contributorId":62579,"corporation":false,"usgs":true,"family":"Burt","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":196376,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25056,"text":"pp1296 - 1983 - Evidence of floods on the Potomac River from anatomical abnormalities in the wood of flood-plain trees","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"pp1296","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"1296","title":"Evidence of floods on the Potomac River from anatomical abnormalities in the wood of flood-plain trees","docAbstract":"Ash trees along the Potomac River flood plain near Washington, D.C., were studied to determine changes in wood anatomy related to flood damage, and anomalous growth was compared to flood records for April 15 to August 31, 1930-79. Collectively, anatomical evidence was detected for 33 of the 34 growing-season floods during the study period. Evidence of 12 floods prior to 1930 was also noted, including catastrophic ones in 1889 and 1924. Trees damaged after the transition from earlywood to latewood growth typically formed ' flood rings ' of enlarged vessels within the latewood zone. Trees damaged near the beginning of the growth year developed flood rings within, or contiguous with, the earlywood. Both patterns are assumed to have developed when flood-damaged trees produced a second crop of leaves. Trees damaged by high-magnitude floods developed well formed flood rings along the entire height and around the entire circumference of the stem. Small floods were generally associated wtih diffuse or discontinuous anomalies restricted to stem apices. Frequency of flood rings was positively related to flood magnitude, and time of flood generation during the tree-growth season was estimated from the radial position of anomalous growth relative to annual ring width. Reconstructing tree heights in a year of flood-ring formation gives a minimum stage estimate along local stream reaches. Some trees provided evidence of numerous floods. Those with the greatest number of flood rings grew on frequently flooded surfaces subject to flood-flow velocities of at least 1 m/s, and more typically greater than 2 m/s. Tree size, more than age, was related to flood-ring formation. Trees kept small by frequent flood damage had more flood rings than taller trees of comparable age. (USGS)","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/pp1296","usgsCitation":"Yanosky, T.M., 1983, Evidence of floods on the Potomac River from anatomical abnormalities in the wood of flood-plain trees: U.S. Geological Survey Professional Paper 1296, 42 p., https://doi.org/10.3133/pp1296.","productDescription":"42 p.","costCenters":[],"links":[{"id":123451,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1296/report-thumb.jpg"},{"id":54071,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1296/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db6672ce","contributors":{"authors":[{"text":"Yanosky, Thomas M.","contributorId":40589,"corporation":false,"usgs":true,"family":"Yanosky","given":"Thomas","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":193143,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26048,"text":"wri834056 - 1983 - Preliminary plasma spectrometric analyses for selected elements in some geothermal waters from Cerro Prieto, Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri834056","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4056","title":"Preliminary plasma spectrometric analyses for selected elements in some geothermal waters from Cerro Prieto, Mexico","docAbstract":"As part of a cooperative study with Dr. Alfred Truesdell, water samples collected from geothermal power production wells at Cerro Prieto, Mexico, were analyzed for selected elements by d.c. argon plasma emission spectroscopy. Spectral interferences due to the presence of high concentrations of Ca, Si, Na and K in these water affected the apparent concentration values obtained. These effects were evaluated and correction techniques were developed and applied to the analytical values. Precipitates present in the samples at the time of analysis adversely affected the accuracy, precision and interpretability of the data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834056","usgsCitation":"Ball, J., and Jenne, E., 1983, Preliminary plasma spectrometric analyses for selected elements in some geothermal waters from Cerro Prieto, Mexico: U.S. Geological Survey Water-Resources Investigations Report 83-4056, iii, 12 p. ;28 cm., https://doi.org/10.3133/wri834056.","productDescription":"iii, 12 p. ;28 cm.","costCenters":[],"links":[{"id":158055,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4056/report-thumb.jpg"},{"id":54825,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ccaf","contributors":{"authors":[{"text":"Ball, J.W.","contributorId":67507,"corporation":false,"usgs":true,"family":"Ball","given":"J.W.","affiliations":[],"preferred":false,"id":195712,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jenne, E. A.","contributorId":45716,"corporation":false,"usgs":true,"family":"Jenne","given":"E. A.","affiliations":[],"preferred":false,"id":195711,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25554,"text":"wri834134 - 1983 - Ground water in carbonate rocks and regolith in the Fairview area, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"wri834134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4134","title":"Ground water in carbonate rocks and regolith in the Fairview area, Tennessee","docAbstract":"Fourteen test wells drilled in the Fairview area, Tennessee, produce from 3 to 100 gallons per minute and have an average yield of 32 gallons per minute, measured while blowing water from the wells with compressed air. In comparison, the average yield of supply wells reported by drillers is 13 gallons per minute. Specific capacities for three of the test wells ranged from 0.3 to 0.6 gallons per minute per foot of drawdown after 8 hours of pumping at 20 to 47 gallons per minute. Two test wells had specific capacities of 1.1 and 0.4 gallons per foot of drawdown after 72 hours of pumping at 55 and 43 gallons per minute. The mineral content of ground water increases greatly below a gypsum horizon approximately 100 feet below the top of the Fort Payne Formation. Ground water above the gypsum horizon, however, meets the standards for finished drinking water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834134","usgsCitation":"Burchett, C., Zurawski, A., Sparkes, A., and Hollyday, E., 1983, Ground water in carbonate rocks and regolith in the Fairview area, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 83-4134, v, 38 p. :ill. ;28 cm., https://doi.org/10.3133/wri834134.","productDescription":"v, 38 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122887,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4134/report-thumb.jpg"},{"id":54271,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4134/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66da4a","contributors":{"authors":[{"text":"Burchett, C.R.","contributorId":52170,"corporation":false,"usgs":true,"family":"Burchett","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":194168,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zurawski, Ann","contributorId":57868,"corporation":false,"usgs":true,"family":"Zurawski","given":"Ann","email":"","affiliations":[],"preferred":false,"id":194169,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sparkes, A.K.","contributorId":104943,"corporation":false,"usgs":true,"family":"Sparkes","given":"A.K.","email":"","affiliations":[],"preferred":false,"id":194171,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hollyday, E. F.","contributorId":95062,"corporation":false,"usgs":true,"family":"Hollyday","given":"E. F.","affiliations":[],"preferred":false,"id":194170,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25782,"text":"wri834168 - 1983 - Streamflow losses along the Balcones Fault Zone, Nueces River basin, Texas","interactions":[],"lastModifiedDate":"2016-08-09T13:52:13","indexId":"wri834168","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4168","title":"Streamflow losses along the Balcones Fault Zone, Nueces River basin, Texas","docAbstract":"<p>An investigation was conducted to quantify and to determine distribution of streamflow losses and gains that occur during sustained flow conditions in the Balcones Fault Zone of the Nueces River basin. The streams studied include the West Nueces, Nueces, Dry Frio, Frio, and Sabinal Rivers, and Seco, Hondo, and Verde Creeks. Streamflow measurements made during the recession of storm flows identified direct recharge to outcrops of the Edwards aquifer and related limestones that ranged from as high as 393 cubic feet per second for the Dry Frio River to as low as 42 cubic feet per second for the Sabinal River. Recharge to outcrops of the Buda Limestone, Eagle Ford Shale, and Austin Group also eventually reaches the Edwards aquifer, and measurements identified losses to these formations ranging from as high as 174 cubic feet per second for the Frio River to near zero for Verde Creek.</p>\n<p>Statistical evaluations of historical daily flow records for the streams that have gaging stations upstream and downstream from the recharge zone provided mathematical relationships that expressed downstream flow in terms of other significant parameters. For each stream, flow entering the recharge zone is most significant in defining downstream flow; for some streams, antecedent flows at the upstream site and ground-water levels are also significantly related to downstream flow. The analyses also determined the discharges required upstream from the recharge zone to sustain flow downstream from that zone. These discharges ranged from 355 cubic feet per second for the combined Frio and Dry Frio Rivers to 33 cubic feet per second for the Nueces River. The entire flows of lesser magnitude are generally lost to recharge to the aquifer.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri834168","usgsCitation":"Land, L.F., Boning, C., Harmsen, L., and Reeves, R., 1983, Streamflow losses along the Balcones Fault Zone, Nueces River basin, Texas: U.S. Geological Survey Water-Resources Investigations Report 83-4168, Report: vi, 72 p.; Plate: 19.69 x 11.68 inches, https://doi.org/10.3133/wri834168.","productDescription":"Report: vi, 72 p.; Plate: 19.69 x 11.68 inches","numberOfPages":"77","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":157279,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4168/report-thumb.jpg"},{"id":54532,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4168/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54533,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4168/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Nueces River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4da6","contributors":{"authors":[{"text":"Land, L. F.","contributorId":17253,"corporation":false,"usgs":true,"family":"Land","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":195051,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boning, C.W.","contributorId":31021,"corporation":false,"usgs":true,"family":"Boning","given":"C.W.","affiliations":[],"preferred":false,"id":195053,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harmsen, Lynn","contributorId":19941,"corporation":false,"usgs":true,"family":"Harmsen","given":"Lynn","email":"","affiliations":[],"preferred":false,"id":195052,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Reeves, R.D.","contributorId":95043,"corporation":false,"usgs":true,"family":"Reeves","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":195054,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25711,"text":"wri834109 - 1983 - Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4109","title":"Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah","docAbstract":"About 93 percent of the Nation 's estimated 30 billion barrels of crude oil in tar sand deposits is in 11 tar-sand deposits in eastern Utah that were chosen for leasing by the Federal government. The Tar Sand Triangle area, which contains about 15 billion barrels of oil, is the largest. This area and the Sunnyside and P R Springs areas contain more than three-fourths of the Utah reserves. About 88,000 acre-feet of water per year would be required for a commercial tar-sand industry producing about 365,000 barrels per day. At this rate, most of the recoverable oil would be mined within 30 years. About 22,000 acre-feet of water per year would be required for a commercial tar-sand industry producing about 83,000 barrels per day. Impacts on local hydrology would be greatest in the Tar Sand Triangle, Sunnyside, and P R Springs areas. Impacts could be minimized with proper construction of surface facilities to decrease erosion, sediment transport, and impoundment of mining and retort water. Increases in salinity of the Colorado River at Imperial Dam, Ariz.-Calif., could be about 3 milligrams per liter, with a peak of 9 milligrams per liter, for a 365 ,000-barrel-per-day industry and less than 1 milligram per liter , with a peak of 2 milligrams per liter, for an 83 ,000-barrel-per-day industry. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834109","usgsCitation":"Lindskov, K., 1983, Potential hydrologic impacts of a tar-sand industry in 11 special tar sand areas in eastern Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4109, x, 130 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834109.","productDescription":"x, 130 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123362,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4109/report-thumb.jpg"},{"id":54471,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c09e","contributors":{"authors":[{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":194758,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25970,"text":"wri834242 - 1983 - Evaluation of the effects of Lake Audubon on ground- and surface-water levels in the Lake Nettie area, eastern McLean County, North Dakota","interactions":[],"lastModifiedDate":"2022-02-16T21:12:51.329822","indexId":"wri834242","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4242","title":"Evaluation of the effects of Lake Audubon on ground- and surface-water levels in the Lake Nettie area, eastern McLean County, North Dakota","docAbstract":"<p>Water logging and flooding of some roads and agricultural lands have become a problem in the Lake Nettie area of eastern McLean County. Part of the flooding is caused by the raising of Lake Audubon about 13 feet from an elevation of about 1,835 feet to 1,848 feet and its effect on ground-water levels in the upper unit of the Lake Nettie aquifer by way of leakage from the lower unit. The major part of the flooding is caused by the greater than normal precipitation and the resulting runoff. </p><p>Recharge to the aquifer is from the direct infiltration of precipitation and snowmelt, the lateral percolation of water from the adjacent Fort Union Formation and glacial-drift aquifers, and from Lake Audubon. Discharge is by evapotranspiration and by ground-water movement into undrained surface-water basins in the Lake Holmes-Lake Williams area and southward through Lake Ordway or westward to Lake Audubon. </p><p>Trends shown on hydrographs indicate that near equilibrium between recharge and discharge has been reestablished in the lower unit of the Lake Nettie aquifer in the area between Lake Audubon and Lake Nettie, but east of Lake Nettie water levels are still rising. As of 1982, water-level rises caused by the raising of Lake Audubon are as much as 4 feet in the lower unit of the Lake Nettie aquifer and are between 1 and 2 feet in the upper unit of the Lake Nettie aquifer, which is hydraulically connected to Lake Nettie, Crooked Lake, and Slough No. 1. There is a rise in Slough No. 1, about 2 miles east of Lake Audubon, that can be attributed to the higher levels of Lake Audubon. Apparently rises also have occurred in many other sloughs. </p><p>Water levels have risen in the Turtle Lake aquifer both as a result of raising the water level in Lake Audubon to an elevation of about 1,848 feet and the McClusky Canal to an elevation of about 1,844 feet. Water levels have risen as much as 6 feet near the canal, but generally less than 1 foot at distances of about 0.5 mile.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834242","usgsCitation":"Armstrong, C.A., 1983, Evaluation of the effects of Lake Audubon on ground- and surface-water levels in the Lake Nettie area, eastern McLean County, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4242, iv, 41 p., https://doi.org/10.3133/wri834242.","productDescription":"iv, 41 p.","numberOfPages":"45","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":396042,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49181.htm"},{"id":54716,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4242/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4242/report-thumb.jpg"}],"country":"United States","state":"North Dakota","county":"McLean County","otherGeospatial":"Lake Nettie area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -101.0833,\n              47.5\n            ],\n            [\n              -100.75,\n              47.5\n            ],\n            [\n              -100.75,\n              47.6667\n            ],\n            [\n              -101.0833,\n              47.6667\n            ],\n            [\n              -101.0833,\n              47.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa49f","contributors":{"authors":[{"text":"Armstrong, C. A.","contributorId":66231,"corporation":false,"usgs":true,"family":"Armstrong","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195564,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25715,"text":"wri834238 - 1983 - Precipitation-runoff modeling system; user's manual","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834238","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4238","title":"Precipitation-runoff modeling system; user's manual","docAbstract":"The concepts, structure, theoretical development, and data requirements of the precipitation-runoff modeling system (PRMS) are described. The precipitation-runoff modeling system is a modular-design, deterministic, distributed-parameter modeling system developed to evaluate the impacts of various combinations of precipitation, climate, and land use on streamflow, sediment yields, and general basin hydrology. Basin response to normal and extreme rainfall and snowmelt can be simulated to evaluate changes in water balance relationships, flow regimes, flood peaks and volumes, soil-water relationships, sediment yields, and groundwater recharge. Parameter-optimization and sensitivity analysis capabilites are provided to fit selected model parameters and evaluate their individual and joint effects on model output. The modular design provides a flexible framework for continued model system enhancement and hydrologic modeling research and development. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834238","usgsCitation":"Leavesley, G., Lichty, R., Troutman, B., and Saindon, L., 1983, Precipitation-runoff modeling system; user's manual: U.S. Geological Survey Water-Resources Investigations Report 83-4238, vii, 207 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834238.","productDescription":"vii, 207 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156896,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4238/report-thumb.jpg"},{"id":54474,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671f67","contributors":{"authors":[{"text":"Leavesley, G.H.","contributorId":93895,"corporation":false,"usgs":true,"family":"Leavesley","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":194774,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lichty, R.W.","contributorId":46987,"corporation":false,"usgs":true,"family":"Lichty","given":"R.W.","affiliations":[],"preferred":false,"id":194772,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Troutman, B.M.","contributorId":73638,"corporation":false,"usgs":true,"family":"Troutman","given":"B.M.","email":"","affiliations":[],"preferred":false,"id":194773,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Saindon, L.G.","contributorId":103281,"corporation":false,"usgs":false,"family":"Saindon","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":194775,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25745,"text":"wri834218 - 1983 - Regional hydrology of the Blanding-Durango area, southern Paradox basin, Utah and Colorado","interactions":[],"lastModifiedDate":"2022-12-15T21:48:06.003876","indexId":"wri834218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4218","title":"Regional hydrology of the Blanding-Durango area, southern Paradox basin, Utah and Colorado","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834218","usgsCitation":"Whitfield, M., Thordarson, W., Oatfield, W.J., Zimmerman, E.A., and Rueger, B.F., 1983, Regional hydrology of the Blanding-Durango area, southern Paradox basin, Utah and Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4218, Report: vi, 88 p.; 3 Plates: 36.22 × 23.17 inches or smaller, https://doi.org/10.3133/wri834218.","productDescription":"Report: vi, 88 p.; 3 Plates: 36.22 × 23.17 inches or smaller","costCenters":[],"links":[{"id":410584,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35859.htm","linkFileType":{"id":5,"text":"html"}},{"id":54507,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4218/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54506,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4218/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156738,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4218/report-thumb.jpg"},{"id":54509,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4218/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54508,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4218/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"Blanding-Durango area, southern Paradox basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -110,\n              37.967\n            ],\n            [\n              -110,\n              37\n            ],\n            [\n              -107.873,\n              37\n            ],\n            [\n              -107.873,\n              37.967\n            ],\n            [\n              -110,\n              37.967\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db634eb4","contributors":{"authors":[{"text":"Whitfield, M.S.","contributorId":69547,"corporation":false,"usgs":true,"family":"Whitfield","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":194897,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":194894,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oatfield, W. J.","contributorId":34531,"corporation":false,"usgs":true,"family":"Oatfield","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":194896,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Zimmerman, E. A.","contributorId":75533,"corporation":false,"usgs":true,"family":"Zimmerman","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194898,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Rueger, B. F.","contributorId":27470,"corporation":false,"usgs":true,"family":"Rueger","given":"B.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":194895,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":26126,"text":"wri834141 - 1983 - Floods in Kansas City, Missouri and vicinity, August 12-13, 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri834141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4141","title":"Floods in Kansas City, Missouri and vicinity, August 12-13, 1982","docAbstract":"On August 12-13, 1982, a nearly stationary weather front in the vicinity of Kansas City, MO, produced intense thunderstorms. Excessive rainfall (12.6 inches in Raytown, MO) caused flash flooding during the nighttime and early daylight hours. Four deaths and damages unofficially estimated in excess of $30 million, occurred in the three-county area of Jackson, Cass, and Clay counties. Peak discharges were determined at 12 current or discontinued streamflow-gaging stations and 17 miscellaneous sites. Flood peaks and volumes at many locations exceeded estimated 100-year recurrence-interval floods and equaled or exceeded the 1977 floods in some drainage basins. Significant flooding occurred in the Blue, East Fork Little Blue, and Little Blue River basins and in the Rock, Wilkerson, Sni-A-Bar, Shoal, and Big Creek drainage basins. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834141","usgsCitation":"Becker, L., Alexander, T., and Waite, L., 1983, Floods in Kansas City, Missouri and vicinity, August 12-13, 1982: U.S. Geological Survey Water-Resources Investigations Report 83-4141, iv, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834141.","productDescription":"iv, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123298,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4141/report-thumb.jpg"},{"id":54926,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e498de4b07f02db5b060e","contributors":{"authors":[{"text":"Becker, L.D.","contributorId":84797,"corporation":false,"usgs":true,"family":"Becker","given":"L.D.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":195862,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, T.W.","contributorId":9680,"corporation":false,"usgs":true,"family":"Alexander","given":"T.W.","email":"","affiliations":[],"preferred":false,"id":195860,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Waite, L.A.","contributorId":40995,"corporation":false,"usgs":true,"family":"Waite","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":195861,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26062,"text":"wri834032 - 1983 - Water-quality assessment of Francis E. Walter Reservoir, Luzerne and Carbon counties, Pennsylvania","interactions":[],"lastModifiedDate":"2022-02-10T20:01:14.564532","indexId":"wri834032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4032","title":"Water-quality assessment of Francis E. Walter Reservoir, Luzerne and Carbon counties, Pennsylvania","docAbstract":"Water-quality data, both past and present, show that the waters of the upper Lehigh River basin are somewhat acidic, but otherwise are generally of good quality. This report contains a summary of all known water-quality data collected by the U.S. Geological Survey and other agencies, as well as a synopsis of current water-quality conditions in the reservoir and its tributaries.\r\n\r\n      Water-quality data collected from June 1981 to May 1982 indicate that raising the pool level from 1,300 to approximately 1,392 feet above sea level (NGVD of 1929) has had some significant, if only temporary, detrimental impacts on the reservoir system and its discharge. Depth profile measurements show that, while the impoindment was thermally stratified for only about 2 weeks, the dissolved oxygen concentrations were depressed to levels critical to fishlife throughout much of the reservoir. Another effect of the raised pool was the lowering of pH in the impoinded water. Median pH values were less than 6.0 throughout the reservoir, whereas they commonly exceeded 6.5 at the normal pool elevation. Tests for fecal coliform and fecal streptococcus indicate the impoinded water is nearly free of enteric bacteria. Algal analyses and nutrient concentrations support the premise that the impoundment is nutrient poor and phosphorus limited.\r\n\r\n      Raising the water level an additional 125 feet should have no permanent detrimental effect upon water quality and will greatly increase available habitat for fish and waterflow. Increased retention time should not alter the current trophic status and may decrease the concentration of available nutrients.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834032","usgsCitation":"Barker, J.L., 1983, Water-quality assessment of Francis E. Walter Reservoir, Luzerne and Carbon counties, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 83-4032, Report: v, 51 p.; 2 Plates: 35.00 × 36.00 inches and 40.00 × 40.00 inches, https://doi.org/10.3133/wri834032.","productDescription":"Report: v, 51 p.; 2 Plates: 35.00 × 36.00 inches and 40.00 × 40.00 inches","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":395803,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35675.htm"},{"id":54841,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4032/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123886,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4032/report-thumb.jpg"},{"id":95580,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4032/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":95579,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4032/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","county":"Carbon County, Luzerne County","otherGeospatial":"Francis E. Walter Reservoir","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.73356628417969,\n              41.105225732223445\n            ],\n            [\n              -75.64361572265624,\n              41.105225732223445\n            ],\n            [\n              -75.64361572265624,\n              41.151774298444984\n            ],\n            [\n              -75.73356628417969,\n              41.151774298444984\n            ],\n            [\n              -75.73356628417969,\n              41.105225732223445\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e7e4b07f02db5e7f39","contributors":{"authors":[{"text":"Barker, J. L.","contributorId":83518,"corporation":false,"usgs":true,"family":"Barker","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195734,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25716,"text":"wri834060 - 1983 - A preliminary appraisal of sediment sources and transport in Kings Bay and vicinity, Georgia and Florida","interactions":[],"lastModifiedDate":"2017-01-27T08:42:17","indexId":"wri834060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4060","title":"A preliminary appraisal of sediment sources and transport in Kings Bay and vicinity, Georgia and Florida","docAbstract":"Water-quality, bottom-material, suspended-sediment, and current-velocity data were collected during November 1981 in Kings Bay and vicinity to provide information on the sources and transport of estuarine sediments. Kings Bay and Cumberland Sound , the site of the Poseidon Submarine Base in southeast Georgia, are experiencing high rates of sediment deposition and accumulation, which are causing serious navigational and operational problems. Velocity, bathymetry, turbidity, and bottom-material data suggest that the area in the vicinity of lower Kings Bay is accumulating deposits of suspended sediment transported from Cumberland Sound on the floodtide and from upper Kings Bay and the tidal marsh drained by Marianna Creek on the ebbtide. Suspended-sediment discharges computed for consecutive 13-hour ebbtides and floodtides showed that a net quantity of suspended sediment was transported seaward from upper Kings Bay and Marianna Creek. A net landward transport of suspended sediment computed at the St. Marys Entrance indicated areas seaward of St. Marys Entrance may be supplying sediment to the shoaling areas of the estuary, including lower Kings Bay. 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B.","contributorId":25577,"corporation":false,"usgs":true,"family":"McConnell","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":194776,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Radtke, D. B.","contributorId":72821,"corporation":false,"usgs":true,"family":"Radtke","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":194779,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hale, T.W.","contributorId":43763,"corporation":false,"usgs":true,"family":"Hale","given":"T.W.","email":"","affiliations":[],"preferred":false,"id":194777,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Buell, G. R.","contributorId":57103,"corporation":false,"usgs":true,"family":"Buell","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":194778,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25717,"text":"wri834166 - 1983 - Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4166","title":"Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma","docAbstract":"Bed rock in the Red Oak area consists of shale, siltstone, and sandstone of the McAlester and Savanna Formations of Pennsylvanian age. Water in bedrock occurs in bedding planes, joints, and fractures and is confined. The potentiometric surface generally is less than 20 feet below the land surface. Wells yield enough water for domestic and stock use, but larger amounts of ground water are not available. Ground water commonly is a sodium or mixed cation carbonate/bicarbonate type with dissolved-solids concentrations ranging from 321 to 714 milligrams per liter. Although variable in quality, ground water generally is suitable for domestic use. No relationship between water chemistry and well depth or location is apparent.\r\nBrazil Creek, the principal stream in the area, has no flow 15 percent of the time, and flow is less than 1 cubic foot per second about 25 percent of the time. Water in Brazil Creek is a mixed cation carbonate/bicarbonate type. Dissolved-solids concentrations in Brazil Creek upstream from areas of old and recent mining ranged from 31 to 99 milligrams per liter with a mean of 58 milligrams per liter, whereas concentrations downstream from the mine areas ranged from 49 to 596 milligrams per liter with a mean of 132 milligrams per liter. Water in Brazil and Rock Creeks had concentrations of cadmium, chromium, lead, and mercury that exceeded maximum contaminant levels established by the U.S. Environmental Protection Agency at least once during the 1979-81 water years. Maximum suspended-sediment discharge, in tons per day, was 2,500 for Brazil Creek and 3,318 for Rock Creek. Silt-clay particles (diameters less than 0.062 millimeter) were the dominant sediment size.\r\n\r\nA significant hydrologic effect of surface mining is creation of additional water storage in mine ponds; one such pond supplies water for the town of Red Oak. Other effects or potential effects of surface mining include changes in rock permeability and ground-water storage, changes in drainage patterns, and changes in the chemical quality and sediment loads of streams.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834166","usgsCitation":"Marcher, M., Bergman, D.L., Stoner, J., and Blumer, S.P., 1983, Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4166, iv, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834166.","productDescription":"iv, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4166/report-thumb.jpg"},{"id":54476,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54477,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54478,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54479,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4166/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca70","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194780,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergman, D. L.","contributorId":93038,"corporation":false,"usgs":true,"family":"Bergman","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194783,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":194782,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194781,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26297,"text":"wri834096 - 1983 - Surface-water quality in the Campbell Creek basin, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri834096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4096","title":"Surface-water quality in the Campbell Creek basin, Anchorage, Alaska","docAbstract":"Four streams in the Campbell Creek Basin were sampled during different flow conditions for an 18-month period. North Fork Campbell and South Fork Campbell Creeks drain areas virtually undisturbed by man 's activities. The other two streams, Little Campbell Creek and the main stem Campbell Creek, drain areas that have been urbanized. The water from South Fork Campbell and North Fork Campbell Creeks is of good quality and does not adversely affect the water quality of the main stem Campbell Creek. Little Campbell Creek, which has been affected by urbanization, impacts the water quality of Campbell Creek during lowland snowmelt periods when discharges from South Fork Campbell and North Fork Campbell Creeks are small. High concentrations of suspended sediment in Campbell Creek may be contributed by Little Campbell Creek. Fecal-coliform bacteria concentrations are highest at Little Campbell Creek and probably account for most of the high coliform concentrations at Campbell Creek. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834096","usgsCitation":"Brabets, T.P., and Wittenberg, L., 1983, Surface-water quality in the Campbell Creek basin, Anchorage, Alaska: U.S. Geological Survey Water-Resources Investigations Report 83-4096, iv, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834096.","productDescription":"iv, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157410,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4096/report-thumb.jpg"},{"id":55103,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a81f","contributors":{"authors":[{"text":"Brabets, T. P.","contributorId":103289,"corporation":false,"usgs":true,"family":"Brabets","given":"T.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":196134,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wittenberg, L.A.","contributorId":55475,"corporation":false,"usgs":true,"family":"Wittenberg","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":196133,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25718,"text":"wri834013 - 1983 - Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4013","title":"Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma","docAbstract":"Bed rock in the Rock Island area of northeastern Le Flore County in southeastern Oklahoma consists of shale, siltstone, and sandstone of the McAlester, Hartshorne, and Atoka Formations of Pennsylvanian age. The area is on the south flank of the Backbone anticline; the rocks dip to the south at 5o-45o. Alluvium along James Fork consists of sandy and clayey silt and may be as much as 30 feet thick.\r\nWater in bedrock is under artesian conditions. The depth to water in most wells is less than 20 feet below the surface; a few wells flow. Yields of most wells probably are less than 5 gallons per minute. Water from nine wells was a sodium carbonate or sodium mixed anion type; dissolved-solids concentrations ranged from 294 to 1,250 milligrams per liter. No relationship between variations in chemistry of ground water and well depth, geographic distribution, or geologic formation is apparent.\r\n\r\nJames Fork has flow most of the time and discharge exceeds 25 cubic feet per second about one-half the time. The mean dissolved-solids concentration in James Fork water ranged from 224 milligrams per liter near Williams, Oklahoma, to 332 milligrams per liter near Hackett, Arkansas. Water in James Fork is a calcium magnesium sulfate type about 75 percent of the time. Maximum suspended sediment discharge was 2,720 tons per day. Silt-clay particles (diameters less than 0.062 millimeter) are the dominant sediment size.\r\n\r\nPotential hydrologic effects of surface mining for coal include: (1) Creation of additional water storage in surface-mine ponds, (2) changes in rock permeability and ground-water storage, (3) changes in runoff and streamflow characteristics, (4) changes in drainage patterns, and (5) changes in the chemical quality and sediment load of James Fork. Although mining may increase the quantities of sediment and dissolved minerals added to James Fork, detection of these increases would be difficult because the potentially mineable area is very small in proportion to the total area of the basin.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834013","usgsCitation":"Marcher, M., 1983, Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4013, iv, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834013.","productDescription":"iv, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156904,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4013/report-thumb.jpg"},{"id":54480,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54481,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54482,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54483,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca7e","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194784,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25978,"text":"wri824084 - 1983 - Geohydrology of the Meadowbrook artificial-recharge site at East Meadow, Nassau County, New York","interactions":[],"lastModifiedDate":"2023-01-04T20:51:39.419276","indexId":"wri824084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4084","title":"Geohydrology of the Meadowbrook artificial-recharge site at East Meadow, Nassau County, New York","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824084","usgsCitation":"Aronson, D.A., Lindner-Lunsford, J.B., and Katz, B., 1983, Geohydrology of the Meadowbrook artificial-recharge site at East Meadow, Nassau County, New York: U.S. Geological Survey Water-Resources Investigations Report 82-4084, vi, 44 p., https://doi.org/10.3133/wri824084.","productDescription":"vi, 44 p.","costCenters":[],"links":[{"id":54732,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121856,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4084/report-thumb.jpg"},{"id":411381,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35595.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New York","county":"Nassau County","otherGeospatial":"East Meadow","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -73.56278176511351,\n              40.79270194265632\n            ],\n            [\n              -73.56278176511351,\n              40.68814281175551\n            ],\n            [\n              -73.45373266539764,\n              40.68814281175551\n            ],\n            [\n              -73.45373266539764,\n              40.79270194265632\n            ],\n            [\n              -73.56278176511351,\n              40.79270194265632\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8926","contributors":{"authors":[{"text":"Aronson, D. A.","contributorId":20308,"corporation":false,"usgs":true,"family":"Aronson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195576,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindner-Lunsford, J. B.","contributorId":81938,"corporation":false,"usgs":true,"family":"Lindner-Lunsford","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":195577,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Katz, B. G.","contributorId":82702,"corporation":false,"usgs":true,"family":"Katz","given":"B. G.","affiliations":[],"preferred":false,"id":195578,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25719,"text":"wri824099 - 1983 - Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri824099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4099","title":"Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma","docAbstract":"Bed rock in the Stigler area of southeastern Oklahoma consists principally of shale, siltstone, and sandstone of the McAlester, Savanna, and Boggy Formations of Pennsylvanian age. These rocks have been folded to form the Stigler syncline on the north and the Antioch anticline on the south. An area of several square miles is underlain by terrace deposits, mostly sandy silt, as much as 25 feet thick. Alluvium along the streams is 5 to 10 feet thick and consists mainly of sandy silt. Neither the terrace deposits nor the alluvium are hydrologically significant.\r\nWater in the bedrock is under artesian conditions. Well depths range from 34 to 235 feet and average 95 feet. The water level in most wells is less than 30 feet below the land surface. Because the rocks have minimal permeability, well yields probably are less than 5 gallons per minute. Much of the area is provided with water by a rural water district. Based on specific-conductance measurements, dissolved-solids concentrations in ground water are estimated to range from 200 to 2,500 milligrams per liter. Nor relationship between variations in specific conductance and well depth, geographic distribution, or geologic formation is apparent.\r\n\r\nStreams in the area are ephemeral and extended periods of no flow can be expected. During much of the period of record, streamflow in Taloka Creek was maintained by water pumped from an active coal mine. Water upstream from the mine area had a mean dissolved-solids concentration of 72 milligrams per liter whereas water downstream from the mine area had a mean concentration of 1,323 milligrams per liter. At times, downstream concentrations of some toxic metals exceeded the standards for drinking water set by the U.S. Environmental Protection Agency. Samples of water collected from Taloka Creek since mining ceased did not have excessive concentrations of toxic metals. Maximum suspended-sediment discharge of Taloka Creek was about 1,660 tons per day. Silt-clay particles (diameters less than 0.062 millimeter) were the dominant grain size.\r\n\r\nObserved and measured effects of surface mining for coal on the hydrologic system include (1) creation of additional water storage in the surface mine pond, (2) disruption of drainage in an area of about 1 square mile, and (3) increased mineralization of water in Taloka Creek. Other possible effects include (4) changes in permeability and storage of water in mine spoil, (5) minor changes in streamflow and runoff characteristics, and (6) temporary increase in the sediment load of Taloka Creek.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wri824099","usgsCitation":"Marcher, M., Huntzinger, T., Stoner, J., and Blumer, S.P., 1983, Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 82-4099, iv, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824099.","productDescription":"iv, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156905,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4099/report-thumb.jpg"},{"id":54484,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54485,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54486,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67cb61","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194785,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Huntzinger, T.L.","contributorId":67503,"corporation":false,"usgs":true,"family":"Huntzinger","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":194788,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":194787,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194786,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25470,"text":"wri824045 - 1983 - Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation","interactions":[],"lastModifiedDate":"2023-09-29T21:16:58.847871","indexId":"wri824045","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4045","title":"Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation","docAbstract":"<p>A computer simulation of Long Island 's regional groundwater system has been used to evaluate the effects that new-installed sewers will have on ground-water levels. Results indicate maximum water-table decliners of as much as up to 18 feet in central Nassau County and about 9 feet in Suffolk County. Total stream base flows and freshwater outflow to the south shore bay system will decrease by 22%. The regional scale of the model does not permit detailed predictions for individual streams. To quantify the effects of lowered ground-water levels on individual streams, two fine-scale sub-regional models have been designed. This report, the first in a three-part series describing the simulated effects of sewers in southern Nassau and southwestern Suffolk Counties, presents the hydrogeologic setting, pertinent literature, modeling strategy, subregional model design, and the results obtained to date from the regional ground-water model. The regional model results described will be used in the later reports to generate flux boundary conditions for the subregional models.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824045","usgsCitation":"Reilly, T.E., Buxton, H., Franke, O., and Wait, R.L., 1983, Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation: U.S. Geological Survey Water-Resources Investigations Report 82-4045, v, 45 p., https://doi.org/10.3133/wri824045.","productDescription":"v, 45 p.","costCenters":[],"links":[{"id":421430,"rank":3,"type":{"id":36,"text":"NGMDB Index 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