{"pageNumber":"1932","pageRowStart":"48275","pageSize":"25","recordCount":68924,"records":[{"id":2767,"text":"wsp2301 - 1987 - Relations between quality of urban runoff and quality of Lake Ellyn at Glen Ellyn, Illinois","interactions":[],"lastModifiedDate":"2018-01-30T21:05:46","indexId":"wsp2301","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2301","title":"Relations between quality of urban runoff and quality of Lake Ellyn at Glen Ellyn, Illinois","docAbstract":"Comparison of flow and chemical data collected at the principal inlet and at the outlets of Lake Ellynman urban lake in the Chicago metropolitan are--shows that detention storage alters the discharge and the quality of urban runoff. Peak water discharge and variation in the concentration of constituents transported by the runoff are usually reduced. Mass-balance relations based on comparison of measured constituent loads at the inlet and the outlets show that the lake is very efficient in trapping suspended solids, suspended sediment, and sediment-associated metals. Calculated trap efficiencies for many dissolved constituents were negative. However, negative efficiencies appear to be influenced mostly by insufficient sampling in winter. Trap efficiencies for nitrogen and phosphorus are intermediate to those determined for other constituents. \r\n\r\nSolids accumulate on the lake bottom as organic-rich muds that reduce lake storage and cover potential habitat for aquatic organisms. Lake sediments, particularly fine-grained sediments, have elevated concentrations of metals associated with them. Several organic compounds, not detected in inlet- or outlet-water samples, were detected in a lake-sediment sample collected near the inlet. \r\n\r\nConcentrations of many constituents dissolved in lake water are seasonally cyclic, with annual concentration peaks occurring during the winter. Establishment and maintenance of desirable benthic invertebrate and fish populations appear to be inhibited by sediment deposition.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2301","usgsCitation":"Striegl, R.G., and Cowan, E., 1987, Relations between quality of urban runoff and quality of Lake Ellyn at Glen Ellyn, Illinois: U.S. Geological Survey Water Supply Paper 2301, v, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2301.","productDescription":"v, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":29203,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2301/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138605,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2301/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db63465e","contributors":{"authors":[{"text":"Striegl, Robert G. 0000-0002-8251-4659 rstriegl@usgs.gov","orcid":"https://orcid.org/0000-0002-8251-4659","contributorId":1630,"corporation":false,"usgs":true,"family":"Striegl","given":"Robert","email":"rstriegl@usgs.gov","middleInitial":"G.","affiliations":[{"id":200,"text":"Coop Res Unit Seattle","active":true,"usgs":true},{"id":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true},{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":false,"id":145748,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cowan, Ellen A.","contributorId":103255,"corporation":false,"usgs":true,"family":"Cowan","given":"Ellen A.","affiliations":[],"preferred":false,"id":145749,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26176,"text":"wri854145 - 1987 - Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2023-04-10T20:33:26.964189","indexId":"wri854145","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4145","title":"Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York","docAbstract":"<p>A nuclear-fuel reprocessing plant, a high-level radioactive liquid-waste tank complex, and related waste facilities occupy 100 hectares (ha) within the Western New York Nuclear Service Center near West Valley, N.Y. The facilities are underlain by glacial and postglacial deposits that fill an ancestrial bedrock valley. The main plant facilities are on an elevated plateau referred to as the north plateau. Groundwater on the north plateau moves laterally within a surficial sand and gravel from the main plant building to areas northeast, east, and southeast of the facilities. The sand and gravel ranges from 1 to 10 m thick and has a hydraulic conductivity ranging from 0.1 to 7.9 m/day. Two separate burial grounds, a 4-ha area for low-level radioactive waste disposal and a 2.9-ha area for disposal of higher-level waste are excavated into a clay-rich till that ranges from 22 to 28 m thick. Migration of an organic solvent from the area of higher level waste at shallow depth in the till suggests that a shallow, fractured, oxidized, and weathered till is a significant pathway for lateral movement of groundwater. Below this zone, groundwater moves vertically downward through the till to recharge a lacustrine silt and fine sand. Within the saturated parts of the lacustrine unit, groundwater moves laterally to the northeast toward Buttermilk Creek. Hydraulic conductivity of the till, based on field and laboratory analyses , ranges from 0.000018 to 0.000086 m/day.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854145","usgsCitation":"Bergeron, M.P., Kappel, W.M., and Yager, R.M., 1987, Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4145, Report: vi, 49 p.; 1 Plate: 39.24 x 26.71 inches, https://doi.org/10.3133/wri854145.","productDescription":"Report: vi, 49 p.; 1 Plate: 39.24 x 26.71 inches","costCenters":[],"links":[{"id":415537,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36308.htm","linkFileType":{"id":5,"text":"html"}},{"id":54977,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4145/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54976,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4145/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123559,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4145/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Cattaraugus County","otherGeospatial":"Western New York Nuclear Service Center","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -78.661,\n              42.458\n            ],\n            [\n              -78.661,\n              42.442\n            ],\n            [\n              -78.643,\n              42.442\n            ],\n            [\n              -78.643,\n              42.458\n            ],\n            [\n              -78.661,\n              42.458\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0f1c","contributors":{"authors":[{"text":"Bergeron, M. P.","contributorId":42969,"corporation":false,"usgs":true,"family":"Bergeron","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195942,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kappel, W. M.","contributorId":18754,"corporation":false,"usgs":true,"family":"Kappel","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195941,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Yager, R. M.","contributorId":8069,"corporation":false,"usgs":true,"family":"Yager","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195940,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26971,"text":"wri864326 - 1987 - The relation of streamflow to habitat for anadromous fish in the Stillaguamish River basin, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri864326","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4326","title":"The relation of streamflow to habitat for anadromous fish in the Stillaguamish River basin, Washington","docAbstract":"The techniques of Instream Flow Incremental Methodology were used to determine the habitat available over a range of simulated streamflows for anadromous fish in certain reaches of streams in the Stillaguamish River basin, Washington. The stream discharge-habitat relations were used to identify that discharge termed the optimum discharge, which provides maximum habitat, for a particular species and life stage of fish. Optimum discharges varied throughout the Stillaguamish River basin because each discharge-habitat relation was unique. The mainstem of the Stillaguamish River is used primarily as a migration route by anadromous fish, but it is also used by chinook and coho salmon and steelhead trout for rearing and by steelhead adults and pink salmon for spawning. Optimum discharges, in cu ft/sec, ranged as follows in the mainstem Stillaguamish River: chinook fry, 600; steelhead--juveniles, 1,000, adults, 2,000, coho juveniles, 400; and pink spawning, 800. The North Fork Stillaguamish River is used for spawning and rearing by all the study fish species. Optimum discharges there were: chinook--spawning, 500 to 1,300, fry, 150 to 400; coho--spawning , 500 to 700, juveniles and fry, 50 to 200; steelhead--adults, 500 to 1,170, spawning, 800 to 900, fry, 50 to 140, juveniles, 300 to 500, chum spawning, 200 to 600; pink spawning, 300 to 600. All the study species spawn and rear in the South Fork Stillaguamish River, but coho spawn and rear fry only at the most upstream study site and chum spawn only at the most downstream site. Optimum discharge ranges on the South Fork were: chinook--spawning, 300 to 900, fry, 70 to 300; coho juveniles, 50 to 100; steelhead--adults, 300 to 900; spawning, 250 to 1,200, fry, 45 to 1,600, juveniles 200 to 500, pink spawning, 100 to 1,200; coho--spawning, 140, fry, 50; chum spawning, 100. Four tributary streams are used by all species except Pilchuck and Canyon Creeks, which are not used by chum salmon. Optimum discharges for all tributary streams ranged as follows: chinook--spawning, 170 to 750, fry 50 to 170; coho--spawning, 90 to 350, fry 20 to 80, juveniles, 35 to 130; steelhead--adults, 170 to 500, spawning, 130 to 400, fry, 20 to 70, juveniles, 70 to 350; pink spawning, 70 to 300; chum spawning in Squire Creek and Jim Creek, 70 to 450. Water temperatures measured in late summer at all sites ranged between 14.5 to 17.5 C. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864326","usgsCitation":"Embrey, S., 1987, The relation of streamflow to habitat for anadromous fish in the Stillaguamish River basin, Washington: U.S. Geological Survey Water-Resources Investigations Report 86-4326, viii, 115 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864326.","productDescription":"viii, 115 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157791,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4326/report-thumb.jpg"},{"id":55857,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4326/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640f58","contributors":{"authors":[{"text":"Embrey, S.S.","contributorId":8448,"corporation":false,"usgs":true,"family":"Embrey","given":"S.S.","affiliations":[],"preferred":false,"id":197340,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1959,"text":"wsp2317 - 1987 - Simulation of flood hydrographs for Georgia streams","interactions":[],"lastModifiedDate":"2017-02-01T10:16:14","indexId":"wsp2317","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2317","title":"Simulation of flood hydrographs for Georgia streams","docAbstract":"Flood hydrographs are needed for the design of many highway drainage structures and embankments. A method for simulating these flood hydrographs at ungaged sites in Georgia is presented in this report. \r\n\r\nThe O'Donnell method was used to compute unit hydrographs and lagtimes for 355 floods at 80 gaging stations. An average unit hydrograph and an average lagtime were computed for each station. These average unit hydrographs were transformed to unit hydrographs having durations of one-fourth, one-third, one-half, and three-fourths lagtime, then reduced to dimensionless terms by dividing the time by lagtime and the discharge by peak discharge. Hydrographs were simulated for these 355 floods and their widths were compared with the widths of the observed hydrographs at 50 and 75 percent of peak flow. The dimensionless hydrograph based on one-half lagtime duration provided the best fit of the observed data. \r\n\r\nMultiple regression analysis was then used to define relations between lagtime and certain physical basin characteristics; of these characteristics, drainage area and slope were found to be significant for the rural-stream equations and drainage area, slope, and impervious area were found to be significant for the Atlanta urban-stream equation. \r\n\r\nA hydrograph can be simulated from the dimensionless hydrograph, the peak discharge of a specific recurrence interval, and the lagtime obtained from regression equations for any site in Georgia having a drainage area of less than 500 square miles. \r\n\r\nFor simulating hydrographs at sites having basins larger than 500 square miles, the U.S. Geological Survey computer model CONROUT can be used. This model routes streamflow from an upstream channel location to a user-defined location downstream. The product of CONROUT is a simulated discharge hydrograph for the downstream site that has a peak discharge of a specific recurrence interval.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wsp2317","usgsCitation":"Inman, E.J., 1987, Simulation of flood hydrographs for Georgia streams: U.S. Geological Survey Water Supply Paper 2317, iv, 26 p :ill. map ;28 cm., https://doi.org/10.3133/wsp2317.","productDescription":"iv, 26 p :ill. map ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":138560,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2317/report-thumb.jpg"},{"id":27312,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2317/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":18464,"text":"ofr85421 - 1987 - Streamflow characteristics of the Colorado River Basin in Utah through September 1981","interactions":[],"lastModifiedDate":"2017-08-31T16:15:59","indexId":"ofr85421","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-421","title":"Streamflow characteristics of the Colorado River Basin in Utah through September 1981","docAbstract":"<p>&nbsp;This report summarizes discharge data and other streamflow characteristics developed from gag ing-station records collected through September 1981 at 337 stations in the Colorado River Basin in Utah. Data also are included for 14 stations in adjacent areas of the bordering states of Arizona, Colorado, and Wyoming (fig. 1). The study leading to this report was done in cooperation with the U.S. Bureau of Land Management, which needs the streamflow data in order to evaluate impacts of mining on the hydrologic system. The report also will be beneficial to other Federal, State, and county agencies and to individuals concerned with water supply and water problems in the Colorado River Basin.</p><p>The streamflow characteristics in the report could be useful in many water-related studies that involve the following:</p><p>Definition of baseline-hydrologic conditions; studies of the effects of man's activities on streamflow; frequency analyses of low and high flows; regional analyses of streamflow characteristics; design of water-supply systems; water-power studies; forecasting of stream discharge; time-series analyses of streamflow; design of flood-control structures; stream-pollution studies; and water-chemistry transport studies.</p><p>The basic data used to develop the summaries in this report are records of daily and peak discharge collected by the U.S. Geological Survey and other Federal agencies. Much of the work of the Geological Survey was done in cooperation with Federal, State, and county agencies. Discharge records<br>included in the report generally were for stations with at least 1 complete water year of record and nearby stations that were on the same stream and had different streamflow characteristics. A water year is a 12-month period ending September 30, and it is designated by the calendar year in which it ends. For streams that have had significant changes in regulation by reservoirs or diversions, the records before and after those changes were used separately to provide streamflow characteristics for each period of homogeneous streamflow and to show the change in the characteristics. Summaries for annual peak discharge are included only for stations with 5 or more years of data. The summaries of annual lowest and highest mean-discharge frequency are reported for stations with 10 or more years of daily-discharge record and for which computer-generated frequency curves provided a reasonable fit of the plotted data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr85421","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Christensen, R., Johnson, E., and Plantz, G., 1987, Streamflow characteristics of the Colorado River Basin in Utah through September 1981: U.S. Geological Survey Open-File Report 85-421, iv, 674 p., https://doi.org/10.3133/ofr85421.","productDescription":"iv, 674 p.","numberOfPages":"678","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":152201,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0421/report-thumb.jpg"},{"id":47822,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0421/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Colorado River basin","publicComments":"This is also Utah Hydrologic-Data Report no. 42","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e21","contributors":{"authors":[{"text":"Christensen, R.C.","contributorId":56670,"corporation":false,"usgs":true,"family":"Christensen","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":179174,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, E.B.","contributorId":77953,"corporation":false,"usgs":true,"family":"Johnson","given":"E.B.","affiliations":[],"preferred":false,"id":179175,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Plantz, G.G.","contributorId":79103,"corporation":false,"usgs":true,"family":"Plantz","given":"G.G.","affiliations":[],"preferred":false,"id":179176,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2739,"text":"wsp2268 - 1987 - Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","interactions":[{"subject":{"id":11292,"text":"ofr84439 - 1984 - Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","indexId":"ofr84439","publicationYear":"1984","noYear":false,"title":"Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas"},"predicate":"SUPERSEDED_BY","object":{"id":2739,"text":"wsp2268 - 1987 - Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","indexId":"wsp2268","publicationYear":"1987","noYear":false,"title":"Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp2268","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2268","title":"Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","docAbstract":"A study was conducted to evaluate water-resources problems related to abandoned lead and zinc mines in Cherokee County, Kansas, and adjacent areas in Missouri and Oklahoma. Past mining activities have caused changes in the hydrogeology of the area. Lead and zinc mining has caused discontinuities and perforations in the confining shale west of the Pennsylvanian-Mississippian geologic contact (referred to as the western area), which have created artificial ground-water recharge and discharge areas. Recharge to the shallow aquifer (rocks of Mississippian age) through collapses, shafts, and drill holes in the shale has caused the formation of a ground-water 'mound' in the vicinity of the Picher Field in Kansas and Oklahoma. Discharge of mine-contaminated ground water to Tar Creek occurs in Oklahoma from drill holes and shafts where the potentiometric surface of the shallow aquifer is above the land surface. Mining of ore in the shallow aquifer has resulted in extensive fracturing and removal of material, which has created highly transmissive zones and voids and increased ground-water storage properties of the aquifer. In the area east of the Pennsylvanian-Mississippian geologic contact (referred to as the eastern area), fractured rock and tailings on the land surface increased the amount of water available for infiltration to the shallow aquifer; in the western area, tailings on the impermeable shale created artificial, perched aquifer systems that slowly drain to surface streams. \r\n\r\nPumping of the deep aquifer (rocks of Cambrian and Ordovician age) by towns and industries, which developed as a result of the mining industry, has resulted in a potential for downward movement of water from the shallow aquifer. The potential is greatest in Ottawa County, Oklahoma. Because of the large volume of water that may be transported from the shallow to the deep aquifer, open drill holes or casings present the greatest contamination hazard to water supplies in the deep aquifer. \r\n\r\nMining allowed oxidation of ore deposits which, on saturation with water, resulted in poor-quality water that generally contains large concentrations of sulfate and trace metals. Water from mines in the eastern area contained dissolved-solids concentrations of less than 500 mg/L (milligrams per liter), a median pH of 3.9, sulfate concentrations that ranged between 98 and 290 mg/L, and median concentrations for zinc of 37,600 micrograms/L (micrograms per liter), for lead of 240 micrograms/L, for cadmium of 180 micrograms/L, for iron of 70 micrograms/L, for manganese of 240 micrograms/L, and for silica of 15 mg/L. Water from mines in the western area contained dissolved-solids concentrations of generally more than 500 mg/L, a median pH of 6.8, sulfate concentrations that ranged between 170 and 2,150 mg/L, and median concentrations for zinc of 3,200  micrograms/L, for lead of 0  micrograms/L (minimum detection limit is 10 micrograms/L), for cadmium of 6 micrograms/L, for iron of 840 micrograms/L, for manganese of 440 micrograms/L, and for silica of 11 mg/L. \r\n\r\nNo conclusive evidence of lateral migration of water from the mines into domestic well-water supplies in the shallow aquifer was found in the study area in Kansas. Analyses of water from public-supply wells tapping the deep aquifer did not indicate contamination with trace metals, although chemical analyses from four of six wells exhibited increasing trends through time in sulfate concentrations. These increases probably reflect localized leakage of water from the shallow aquifer along corroded or leaky well casings. \r\n\r\nEffects of abandoned lead and zinc mines on tributaries of the Spring River in the eastern area are most severe in Short Creek. Compared with water samples from three other major streams in the eastern area, a sample collected from Short Creek, 2 miles west of Galena, Kansas, during August 1981, contained the largest concentrations of dissolved sulfate (240 mg/L), zinc (25,000 micrograms/L), ca","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2268","usgsCitation":"Spruill, T.B., 1987, Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas: U.S. Geological Survey Water Supply Paper 2268, vi, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2268.","productDescription":"vi, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":139027,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2268/report-thumb.jpg"},{"id":29165,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2268/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cf26","contributors":{"authors":[{"text":"Spruill, Timothy B.","contributorId":51724,"corporation":false,"usgs":true,"family":"Spruill","given":"Timothy","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":145692,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26986,"text":"wri874017 - 1987 - Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4017","title":"Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota","docAbstract":"A complex hydrologic system exists in the glacial drift overlying the bedrock in the Aberdeen, South Dakota, area. The hydrologic system has been subdivided into three aquifers: the Elm, Middle James, and Deep James. These sand-and-gravel outwash aquifers generally are separated from each other by till or other fine-grained sediments. The Elm aquifer is the uppermost and largest of the aquifers and underlies about 204 sq mi of the study area. The maximum altitude of the top of the Elm aquifer is 1,400 ft and the minimum altitude of the bottom is 1,225 ft. The Middle James aquifer underlies about 172 sq mi of the study area. The maximum altitude of the top of the Middle James aquifer is 1,250 ft and the minimum altitude of the bottom is 1 ,150 ft. The lower-most Deep James aquifer was not evaluated. The quality of the water from the Elm and Middle James aquifer varies considerably throughout the study area. The predominant chemical constituents in the water from the aquifers are sodium and sulfate ions; however, calcium, magnesium, bicarbonate, or chloride may dominate locally. The calculated theoretical total well yield from the Elm and Middle James aquifers ranges from a minimum of 64 cu ft/sec, which may be conservative, to a maximum of 640 cu ft/sec. Based on available data, yields of 100 to 150 cu ft/sec probably can be obtained from properly sited and constructed wells. The feasibility of artificially recharging an aquifer, using the technique of water spreading, depends on the geologic and hydraulic characteristics of the aquifer and of the sediments overlying the aquifer through which the recharge water must percolate. The sites suitable for artificial recharge in the study area were defined as those areas where the average aquifer thickness was &gt; 20 ft and the average thickness of the fine-grained sediments overlying the aquifer was &lt; 10 ft. Using these criteria, about 14 sq mi of the study area are suitable for artificial recharge. Infiltration rates in the study area are estimated to range from 1.3 to 4.3 ft/day. Using an infiltration rate of 2 ft/day, a spreading pond with an area of 0.16 sq mi would be required to artificially recharge at a rate of 100 cu/sec/m. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874017","usgsCitation":"Emmons, P., 1987, Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4017, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874017.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158824,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4017/report-thumb.jpg"},{"id":55873,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db698370","contributors":{"authors":[{"text":"Emmons, P.J.","contributorId":60630,"corporation":false,"usgs":true,"family":"Emmons","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":197362,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26991,"text":"wri874143 - 1987 - Hydrologic and geologic factors affecting land subsidence near Eloy, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874143","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4143","title":"Hydrologic and geologic factors affecting land subsidence near Eloy, Arizona","docAbstract":"At an extensometer site near Eloy, Arizona, 1.09 m of land subsidence caused by groundwater withdrawal were measured by leveling in 1965-83. The extensometer, which partially penetrates the compressible sediments, recorded 0.82 m of compaction during the same period. By use of a one-dimensional model, cumulative daily compaction values were simulated to within an average of 0.0038 m of the actual values. Land subsidence was simulated to within an average of 0.011 m using the same model in conjunction with geohydrologic data of the sediments below the extensometer. A highly compressible clay layer that is 24.38 m thick was partially penetrated by the extensometer. The simulation indicated that the layer was driving compaction and land subsidence linearly with respect to time, despite the presence of other compacting layers. Because of its thickness and compressibility, this layer can be expected to continue to compact after applied vertical stresses have stopped increasing and other layers have stopped compacting. Sensitivity analysis indicated that the compressibility of fine-grained sediments (expressed as specific storage) is one of the factors to which compact is most sensitive. Preconsolidation stress and hydraulic conductivity also affect land subsidence near Eloy, Arizona. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874143","usgsCitation":"Epstein, V., 1987, Hydrologic and geologic factors affecting land subsidence near Eloy, Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4143, iv, 28 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874143.","productDescription":"iv, 28 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4143/report-thumb.jpg"},{"id":55877,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4143/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db62469a","contributors":{"authors":[{"text":"Epstein, V.J.","contributorId":106536,"corporation":false,"usgs":true,"family":"Epstein","given":"V.J.","email":"","affiliations":[],"preferred":false,"id":197369,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2265,"text":"wsp2303 - 1987 - Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares","interactions":[{"subject":{"id":14939,"text":"ofr85680 - 1985 - Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information","indexId":"ofr85680","publicationYear":"1985","noYear":false,"title":"Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information"},"predicate":"SUPERSEDED_BY","object":{"id":2265,"text":"wsp2303 - 1987 - Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares","indexId":"wsp2303","publicationYear":"1987","noYear":false,"title":"Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2303","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2303","title":"Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares","docAbstract":"This report documents the results of an analysis of the surface-water data network in Kansas for its effectiveness in providing regional streamflow information. The network was analyzed using generalized least squares regression. The correlation and time-sampling error of the streamflow characteristic are considered in the generalized least squares method. Unregulated medium-, low-, and high-flow characteristics were selected to be representative of the regional information that can be obtained from streamflow-gaging-station records for use in evaluating the effectiveness of continuing the present network stations, discontinuing some stations, and (or) adding new stations. The analysis used streamflow records for all currently operated stations that were not affected by regulation and for discontinued stations for which unregulated flow characteristics, as well as physical and climatic characteristics, were available. The State was divided into three network areas, western, northeastern, and southeastern Kansas, and analysis was made for the three streamflow characteristics in each area, using three planning horizons. \r\n\r\nThe analysis showed that the maximum reduction of sampling mean-square error for each cost level could be obtained by adding new stations and discontinuing some current network stations. Large reductions in sampling mean-square error for low-flow information could be achieved in all three network areas, the reduction in western Kansas being the most dramatic. The addition of new stations would be most beneficial for mean-flow information in western Kansas. The reduction of sampling mean-square error for high-flow information would benefit most from the addition of new stations in western Kansas. Southeastern Kansas showed the smallest error reduction in high-flow information. A comparison among all three network areas indicated that funding resources could be most effectively used by discontinuing more stations in northeastern and southeastern Kansas and establishing more new stations in western Kansas.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2303","usgsCitation":"Medina, K., and Tasker, G.D., 1987, Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares: U.S. Geological Survey Water Supply Paper 2303, iv, 28 p. :ill., map ;28 cm., https://doi.org/10.3133/wsp2303.","productDescription":"iv, 28 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":137588,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2303/report-thumb.jpg"},{"id":28055,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2303/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db68015f","contributors":{"authors":[{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":144919,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":144920,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26471,"text":"wri874114 - 1987 - Reconnaissance investigation of sediment distribution, erosion, and transport in the upper Deschutes River, Deschutes County, Oregon, November 1986","interactions":[],"lastModifiedDate":"2021-12-29T22:51:15.698345","indexId":"wri874114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4114","title":"Reconnaissance investigation of sediment distribution, erosion, and transport in the upper Deschutes River, Deschutes County, Oregon, November 1986","docAbstract":"<p>A preliminary investigation of sediment distribution, erosion, and transport in the upper Deschutes River was conducted in response to the perceived problem that brown trout spawning gravels were being rendered unusable due to an accumulation of fine-grained sediment. Contrary to the contention that channel gravels are being covered by fine-grained sediment, examination of the river channel at several sites indicates that bed sediment is generally a thin veneer ( &lt; 0.6 ft) over local bedrock. This thin sediment veneer and numerous streambed exposures of local bedrock suggest that bed material commonly is redistributed and that most fine-grained sediments probably have a short residence time and are transported through the study reach. The Shields criterion for bedload transport suggests that maximum discharges for the Deschutes River upstream from Pringle Falls subsequent to the operation of Wickiup Dam could transport bed material about 20% layer (up to about 17 mm) than pre-closure maximum discharges. Minimum discharges subsequent to dam closure, however, appeared capable of transporting only particles about one-half as large (up to about 6 mm) as pre-closure minimum discharges. Operation of Wickiup Dam appears to have had little effect of the size of transported bedload in the Deschutes River near Benham Falls. Bank erosion, averaging 0.2 to 0.4 ft/year, appears to have started subsequent to the operation of Wickiup Dam and may have resulted from changes in the timing of high and low stages. Most of the eroded material is fine grained ( &lt; 2 mm). Shields ' bedload transport criteria suggest that this sediment should move through the upper Deschutes River and not cause appreciable sedimentation on the channel bed. Substantial alteration of river stage following dam closure has resulted in subaerial exposure of channel bar gravels during the brown trout spawning season, which lasts from October through December in the upper Deschutes basin. This factor, combined with a lack of gravel in the deeper part of the channel, appears to be a major contributor to reduction of the brown trout spawning habitat in the upper Deschutes River.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874114","usgsCitation":"Cameron, K.A., and Major, J., 1987, Reconnaissance investigation of sediment distribution, erosion, and transport in the upper Deschutes River, Deschutes County, Oregon, November 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4114, iv, 24 p., https://doi.org/10.3133/wri874114.","productDescription":"iv, 24 p.","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true},{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"links":[{"id":393636,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46780.htm"},{"id":55290,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158158,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4114/report-thumb.jpg"}],"country":"United States","state":"Oregon","county":"Deschutes County","otherGeospatial":"upper Deschutes River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.8333,\n              43.6667\n            ],\n            [\n              -121.3333,\n              43.6667\n            ],\n            [\n              -121.3333,\n              44\n            ],\n            [\n              -121.8333,\n              44\n            ],\n            [\n              -121.8333,\n              43.6667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63ebb4","contributors":{"authors":[{"text":"Cameron, K. A.","contributorId":102109,"corporation":false,"usgs":true,"family":"Cameron","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196451,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Major, J. J. 0000-0003-2449-4466","orcid":"https://orcid.org/0000-0003-2449-4466","contributorId":29461,"corporation":false,"usgs":true,"family":"Major","given":"J. J.","affiliations":[{"id":157,"text":"Cascades Volcano Observatory","active":false,"usgs":true}],"preferred":true,"id":196450,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26094,"text":"wri874023 - 1987 - Preliminary assessment of water quality and its relation to hydrogeology and land use: Potomac-Raritan-Magothy aquifer system, New Jersey","interactions":[],"lastModifiedDate":"2021-12-20T22:20:14.978269","indexId":"wri874023","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4023","title":"Preliminary assessment of water quality and its relation to hydrogeology and land use: Potomac-Raritan-Magothy aquifer system, New Jersey","docAbstract":"<p>The relation of water quality to hydrogeology and land use was evaluated using analysis of water samples from 71 wells in the northern part of the Potomac-Raritan-Magothy aquifer system in New Jersey. The sampling network was evaluated for variations in hydrogeology. Well depths, pumping rates, and the number of wells in the confined and unconfined parts of the aquifer system did not differ among land-use groups. The influences of hydrogeologic factors on water quality were evaluated without considering land use. Shallow wells had the highest specific conductance and major ion concentrations. Water from wells in the unconfined part of the aquifer system had the highest dissolved organic carbon concentration. Dissolved oxygen and nitrate concentrations were lowest, trace metals concentrations were highest, and phenols were detected most frequently in groundwater from undeveloped land. Major ions and trace metals concentrations were lowest, dissolved oxygen and copper concentrations were highest, and pesticides were most frequently detected in groundwater from agricultural land. Nitrate concentrations were highest and orthophosphate, nitrite, and purgeable organics were detected most frequently in groundwater from urban land. These water quality data were compared to data from the same aquifer system in southern New Jersey. Frequencies of detection of purgeable organics among land-use groups were similar in the northern and southern areas.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874023","usgsCitation":"Barton, C., Vowinkel, E., and Nawyn, J., 1987, Preliminary assessment of water quality and its relation to hydrogeology and land use: Potomac-Raritan-Magothy aquifer system, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 87-4023, vi, 79 p., https://doi.org/10.3133/wri874023.","productDescription":"vi, 79 p.","costCenters":[],"links":[{"id":393165,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46709.htm"},{"id":54873,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4023/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4023/report-thumb.jpg"}],"country":"United States","state":"New Jersey","otherGeospatial":"Potomac-Raritan-Magothy aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.875,\n              40.125\n            ],\n            [\n              -74.125,\n              40.125\n            ],\n            [\n              -74.125,\n              40.625\n            ],\n            [\n              -74.875,\n              40.625\n            ],\n            [\n              -74.875,\n              40.125\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db66957c","contributors":{"authors":[{"text":"Barton, Cynthia 0000-0001-8505-4347 cbarton@usgs.gov","orcid":"https://orcid.org/0000-0001-8505-4347","contributorId":3675,"corporation":false,"usgs":true,"family":"Barton","given":"Cynthia","email":"cbarton@usgs.gov","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195790,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vowinkel, E. F.","contributorId":90737,"corporation":false,"usgs":true,"family":"Vowinkel","given":"E. F.","affiliations":[],"preferred":false,"id":195792,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nawyn, J. P.","contributorId":29016,"corporation":false,"usgs":true,"family":"Nawyn","given":"J. P.","affiliations":[],"preferred":false,"id":195791,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":4379,"text":"cir993 - 1987 - A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"cir993","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"993","title":"A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds","docAbstract":"This paper reviews the suspended and surficial sediment fractions and their interactions with manmade organic compounds. The objective of this review is to isolate and describe those contaminant and sediment properties that contribute to the persistence of organic compounds in surface-water systems. Most persistent, nonionic organic contaminants, such as the chlorinated insecticides and polychlorinated biphenyls (PCBs), are characterized by low water solubilities and high octanol-water partition coefficients. Consequently, sorptive interactions are the primary transformation processes that control their environmental behavior. For nonionic organic compounds, sorption is primarily attributed to the partitioning of an organic contaminant between a water phase and an organic phase. Partitioning processes play a central role in the uptake and release of contaminants by sediment organic matter and in the bioconcentration of contaminants by aquatic organisms. \r\n\r\nChemically isolated sediment fractions show that organic matter is the primary determinant of the sorptive capacity exhibited by sediment. Humic substances, as dissolved organic matter, contribute a number of functions to the processes cycling organic contaminants. They alter the rate of transformation of contaminants, enhance apparent water solubility, and increase the carrying capacity of the water column beyond the solubility limits of the contaminant. As a component of sediment particles, humic substances, through sorptive interactions, serve as vectors for the hydrodynamic transport of organic contaminants. The capabilities of the humic substances stem in part from their polyfunctional chemical composition and also from their ability to exist in solution as dissolved species, flocculated aggregates, surface coatings, and colloidal organomineral and organometal complexes. \r\n\r\nThe transport properties of manmade organic compounds have been investigated by field studies and laboratory experiments that examine the sorption of contaminants by different sediment size fractions. Field studies indicate that organic contaminants tend to sorb more to fine-grained sediment, and this correlates significantly with sediment organic matter content. Laboratory experiments have extended the field studies to a wider spectrum of natural particulates and anthropogenic compounds. Quantitation of isotherm results allows the comparison of different sediment sorbents as well as the estimation of field partition coefficients from laboratory-measured sediment and contaminant properties. Detailed analyses made on the basis of particle-size classes show that all sediment fractions need to be considered in evaluating the fate and distribution of manmade organic compounds. This conclusion is based on observations from field studies and on the variety of natural organic sorbents that demonstrate sorptive capabilities in laboratory isotherm experiments.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir993","usgsCitation":"Witkowski, P., Smith, J.A., Fusillo, T., and Chiou, C.T., 1987, A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds: U.S. Geological Survey Circular 993, v, 39 p. :ill. ;28 cm., https://doi.org/10.3133/cir993.","productDescription":"v, 39 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":125121,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0993/report-thumb.jpg"},{"id":31488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0993/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f8f","contributors":{"authors":[{"text":"Witkowski, P.J.","contributorId":87120,"corporation":false,"usgs":true,"family":"Witkowski","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":148999,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, J. A.","contributorId":101646,"corporation":false,"usgs":true,"family":"Smith","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":149002,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fusillo, T. V.","contributorId":91845,"corporation":false,"usgs":true,"family":"Fusillo","given":"T. V.","affiliations":[],"preferred":false,"id":149000,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Chiou, C. T.","contributorId":97080,"corporation":false,"usgs":true,"family":"Chiou","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":149001,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25713,"text":"wri874214 - 1987 - Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri874214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4214","title":"Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986","docAbstract":"Thr potentiometric map is highlighted with indications concerning: (1) outcrop areas of the Aquia aquifer; (2) the potentiometric contour of the aquifer; (3) observation and/or supply wells yielding &lt; 10,000 gallons/day (gpd); and (4) other supply wells with yields &gt; 10,000 gpd. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874214","usgsCitation":"Mack, F.K., Andreasen, D.C., Curtin, S.E., and Wheeler, J.C., 1987, Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4214, 1 map ;28 x 22 cm., https://doi.org/10.3133/wri874214.","productDescription":"1 map ;28 x 22 cm.","costCenters":[],"links":[{"id":121636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4214/report-thumb.jpg"},{"id":54472,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47dae4b07f02db4b5da8","contributors":{"authors":[{"text":"Mack, F. K.","contributorId":93471,"corporation":false,"usgs":true,"family":"Mack","given":"F.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":194767,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194765,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Curtin, S. E.","contributorId":17235,"corporation":false,"usgs":true,"family":"Curtin","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194764,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wheeler, J. C.","contributorId":66225,"corporation":false,"usgs":true,"family":"Wheeler","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194766,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25928,"text":"wri874190 - 1987 - Cenozoic stratigraphy and geologic history of the Tucson Basin, Pima County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri874190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4190","title":"Cenozoic stratigraphy and geologic history of the Tucson Basin, Pima County, Arizona","docAbstract":"This report was prepared as part of a geohydrologic study of the Tucson basin conducted by the U.S. Geological Survey in cooperation with the city of Tucson. Geologic data from more than 500 water supply and test wells were analyzed to define characteristics of the basin sediments that may affect the potential for land subsidence induced by groundwater withdrawal. The Tucson basin is a structural depression within the Basin and Range physiographic province. The basin is 1,000 sq mi in units area and trends north to northwest. Three Cenozoic stratigraphic unit--the Pantano Formation of Oligocene age, the Tinaja beds (informal usage) of Miocene and Pliocene age, and the Fort Lowell Formation of Pleistocene age--fill the basin. The Tinaja beds include lower, middle, and upper unconformable units. A thin veneer of stream alluvium of late Quaternary age overlies the Fort Lowell Formation. The Pantano Formation and the lower Tinaja beds accumulated during a time of widespread continental sedimentation, volcanism, plutonism, uplift, and complex faulting and tilting of rock units that began during the Oligocene and continued until the middle Miocene. Overlying sediments of the middle and upper Tinaja beds were deposited in response to two subsequent episodes of post-12-million-year block faulting, the latter of which was accompanied by renewed uplift. The Fort Lowell Formation accumulated during the Quaternary development of modern through-flowing the maturation of the drainage. The composite Cenozoic stratigraphic section of the Tucson basin is at least 20,000 ft thick. The steeply tilted to flat-lying section is composed of indurated to unconsolidated clastic sediments, evaporites, and volcanic rocks that are lithologically and structurally complex. The lithology and structures of the section was greatly affected by the uplift and exhumation of adjacent metamorphic core-complex rocks. Similar Cenozoic geologic relations have been identified in other parts of southern Arizona. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874190","usgsCitation":"Anderson, S.R., 1987, Cenozoic stratigraphy and geologic history of the Tucson Basin, Pima County, Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4190, iv, 20 p. :maps ;28 cm., https://doi.org/10.3133/wri874190.","productDescription":"iv, 20 p. :maps ;28 cm.","costCenters":[],"links":[{"id":124025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4190/report-thumb.jpg"},{"id":54684,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4190/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54685,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4190/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54686,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4190/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54687,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4190/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6f9c","contributors":{"authors":[{"text":"Anderson, S. R.","contributorId":93518,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195495,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25714,"text":"wri874216 - 1987 - Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri874216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4216","title":"Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986","docAbstract":"The potentiometric map is highlighted with indications concerning: (1) outcrop areas of the Magothy aquifer; (2) the potentiometric contour of the aquifer; (3) observation and/or supply wells yielding &lt; 10,000 gallons/day (gpd); and (4) other supply wells with yields &gt; 10,000 gpd. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874216","usgsCitation":"Mack, F.K., Andreasen, D.C., Curtin, S.E., and Wheeler, J.C., 1987, Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4216, 1 map ;28 x 22 cm., https://doi.org/10.3133/wri874216.","productDescription":"1 map ;28 x 22 cm.","costCenters":[],"links":[{"id":118881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4216/report-thumb.jpg"},{"id":54473,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4216/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47d6e4b07f02db4b3555","contributors":{"authors":[{"text":"Mack, F. K.","contributorId":93471,"corporation":false,"usgs":true,"family":"Mack","given":"F.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":194771,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194769,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Curtin, S. E.","contributorId":17235,"corporation":false,"usgs":true,"family":"Curtin","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194768,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wheeler, J. C.","contributorId":66225,"corporation":false,"usgs":true,"family":"Wheeler","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194770,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":27336,"text":"wri864047 - 1987 - A dual-porosity model for simulating solute transport in oil shale","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri864047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4047","title":"A dual-porosity model for simulating solute transport in oil shale","docAbstract":"A model is described for simulating three-dimensional groundwater flow and solute transport in oil shale and associated geohydrologic units. The model treats oil shale as a dual-porosity medium by simulating flow and transport within fractures using the finite-element method. Diffusion of solute between fractures and the essentially static water of the shale matrix is simulated by including an analytical solution that acts as a source-sink term to the differential equation of solute transport. While knowledge of fracture orientation and spacing is needed to effectively use the model, it is not necessary to map the locations of individual fractures. The computer program listed in the report incorporates many of the features of previous dual-porosity models while retaining a practical approach to solving field problems. As a result the theory of solute transport is not extended in any appreciable way. The emphasis is on bringing together various aspects of solute transport theory in a manner that is particularly suited to the unusual groundwater flow and solute transport characteristics of oil shale systems. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864047","usgsCitation":"Glover, K.C., 1987, A dual-porosity model for simulating solute transport in oil shale: U.S. Geological Survey Water-Resources Investigations Report 86-4047, iv, 88 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864047.","productDescription":"iv, 88 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124904,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4047/report-thumb.jpg"},{"id":56200,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aecd9","contributors":{"authors":[{"text":"Glover, K. C.","contributorId":14828,"corporation":false,"usgs":true,"family":"Glover","given":"K.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197939,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65346,"text":"i1857 - 1987 - Controlled photomosaic of part of the Lunae Planum Region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:14","indexId":"i1857","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1857","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum Region of Mars","language":"ENGLISH","doi":"10.3133/i1857","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Controlled photomosaic of part of the Lunae Planum Region of Mars: U.S. Geological Survey IMAP 1857, 1 remote-sensing image ;61 x 60 cm., on sheet 96 x 69 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1857.","productDescription":"1 remote-sensing image ;61 x 60 cm., on sheet 96 x 69 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189227,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100912,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1857/plate-1.pdf","size":"8743","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a7df","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533733,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25910,"text":"wri844342 - 1987 - Hydrogeology of the Socorro and La Jencia basins, Socorro County, New Mexico","interactions":[],"lastModifiedDate":"2019-11-12T14:53:38","indexId":"wri844342","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"84-4342","title":"Hydrogeology of the Socorro and La Jencia basins, Socorro County, New Mexico","docAbstract":"The Socorro and La Jencia Basins are located in central Socorro County, New Mexico. The principal aquifer system in the Socorro and La Jencia Basins consists of, in descending order, the shallow aquifer, the Popotosa confining bed, and the Popotosa aquifer. The minor aquifer systems, which are dominant along the basin margins, are the Socorro volcanics aquifer system and the Mesozoic-Paleozoic aquifer system. On the east side of the Socorro Basin, water enters the principal aquifer system from the Mesozoic-Paleozoic aquifer system. On the west side of the Socorro Basin, groundwater flows from the principal aquifer system in La Jencia Basin eastward to the principal aquifer system in the Socorro Basin. The volume of this flow is limited by the permeability of the minor aquifer systems and the Popotosa confining bed. A water budget indicates that if no change in groundwater storage occurs in the Socorro Basin, groundwater inflow to the basin is about 53,000 acre-feet per year greater than groundwater outflow. Dissolution of gypsum, calcite, and dolomite seems to control water quality in the Mesozoic-Paleozoic aquifer. Water with a chloride concentration of as much as 1,000 milligrams per liter and a specific conductance of as much as 6,700 microsiemens per centimeter at 25 C is present in the northern and southern parts of the Socorro Basin. These large chloride concentrations may indicate upward movement of water from deeper in the basin in these areas. The water with the large chloride concentration in the southern part of the basin also may be caused by leakage of geothermal waters along the Capitan Lineament. In the central part of the Socorro Basin, infiltration of excess irrigation water and inflow of groundwater from the basin margins control water quality. In this area, specific conductance generally is less than 1,000 microsiemens per centimeter. Water in La Jencia Basin generally is of the calcium sodium bicarbonate type with specific conductance less than 500 microsiemens per centimeter. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844342","usgsCitation":"Anderholm, S.K., 1987, Hydrogeology of the Socorro and La Jencia basins, Socorro County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4342, Report: vi, 62 p.; 4 Plates: 13.50 x 21.27 inches, https://doi.org/10.3133/wri844342.","productDescription":"Report: vi, 62 p.; 4 Plates: 13.50 x 21.27 inches","costCenters":[],"links":[{"id":369143,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4342/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369144,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4342/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158418,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4342/report-thumb.jpg"},{"id":369145,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4342/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369146,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4342/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369147,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4342/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","county":"Socorro County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -107.18536376953125,\n              33.87041555094183\n            ],\n            [\n              -106.67999267578125,\n              33.87041555094183\n            ],\n            [\n              -106.67999267578125,\n              34.299202842785114\n            ],\n            [\n              -107.18536376953125,\n              34.299202842785114\n            ],\n            [\n              -107.18536376953125,\n              33.87041555094183\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684701","contributors":{"authors":[{"text":"Anderholm, Scott K.","contributorId":94270,"corporation":false,"usgs":true,"family":"Anderholm","given":"Scott","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":195466,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25846,"text":"wri864154 - 1987 - Water quality in the lower Puyallup River valley and adjacent uplands, Pierce County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri864154","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4154","title":"Water quality in the lower Puyallup River valley and adjacent uplands, Pierce County, Washington","docAbstract":"The quality of most ground and surface water within and adjacent to the lower Puyallup River valley is suitable for most typical uses; however, some degradation of shallow groundwater quality has occurred. High concentrations of iron and manganese were found in groundwater, sampled at depths of &lt; 40 ft, from wells tapping alluvial aquifers and in a few wells tapping deeper aquifers. Volatile and acid- and base/neutral-extractable organic compounds were not detected in either shallow or deep groundwater samples. The quality of shallow groundwater was generally poorer than that of deep water. Deep ground water (wells set below 100 ft) appears suitable as a supplementary water supply for fish-hatchery needs. Some degradation of water quality, was observed downstream from river mile 1.7 where a municipal wastewater-treatment plant discharges into the river. In the Puyallup River, the highest concentrations of most trace elements were found in bed sediments collected downstream from river mile 1.7. Median concentrations of arsenic, lead, and zinc were higher in bed sediments from small streams compared with those from the Puyallup River, possibly because the small stream drainages, which are almost entirely within developed areas, receive more urban runoff as a percentage of total flow. Total-recoverable trace-element concentrations exceeded water-quality criteria for acute toxicity in the Puyallup River and in some of the small streams. In most cases, high concentrations of total-recoverable trace elements occurred when suspended-sediment concentrations were high. Temperatures in all streams except Wapato Creek and Fife Dutch were within limits (18 C) for Washington State class A water. Minimum dissolved oxygen concentrations were relatively low at 5.6 and 2.0 mg/L, respectively, for Wapato Creek and Fife Dutch. The poorest surface-water quality, which can be characterized as generally unsuitable for fish, was in Fife Dutch, a manmade channel and therefore uncharacteristic of other small streams. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864154","usgsCitation":"Ebbert, J., Bortleson, G.C., Fuste, L.A., and Prych, E., 1987, Water quality in the lower Puyallup River valley and adjacent uplands, Pierce County, Washington: U.S. Geological Survey Water-Resources Investigations Report 86-4154, ix, 199 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864154.","productDescription":"ix, 199 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158238,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4154/report-thumb.jpg"},{"id":54589,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4154/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54590,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4154/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d6e4b07f02db54913b","contributors":{"authors":[{"text":"Ebbert, J.C.","contributorId":57451,"corporation":false,"usgs":true,"family":"Ebbert","given":"J.C.","affiliations":[],"preferred":false,"id":195321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bortleson, Gilbert C.","contributorId":57472,"corporation":false,"usgs":true,"family":"Bortleson","given":"Gilbert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":195322,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fuste, L. A.","contributorId":85631,"corporation":false,"usgs":true,"family":"Fuste","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195323,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Prych, E. A.","contributorId":36163,"corporation":false,"usgs":true,"family":"Prych","given":"E. A.","affiliations":[],"preferred":false,"id":195320,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26502,"text":"wri864071 - 1987 - Water-level declines, land subsidence, and specific compaction near Apache Junction, south-central Arizona","interactions":[],"lastModifiedDate":"2022-12-29T22:00:31.900018","indexId":"wri864071","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4071","title":"Water-level declines, land subsidence, and specific compaction near Apache Junction, south-central Arizona","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864071","usgsCitation":"Carpenter, M.C., 1987, Water-level declines, land subsidence, and specific compaction near Apache Junction, south-central Arizona: U.S. Geological Survey Water-Resources Investigations Report 86-4071, iv, 22 p., https://doi.org/10.3133/wri864071.","productDescription":"iv, 22 p.","costCenters":[],"links":[{"id":411203,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36528.htm","linkFileType":{"id":5,"text":"html"}},{"id":55328,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4071/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118730,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4071/report-thumb.jpg"}],"country":"United States","state":"Arizona","city":"Apache Junction","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -111.5,\n              33.5\n            ],\n            [\n              -111.75,\n              33.5\n            ],\n            [\n              -111.75,\n              33.25\n            ],\n            [\n              -111.5,\n              33.25\n            ],\n            [\n              -111.5,\n              33.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7560","contributors":{"authors":[{"text":"Carpenter, M. C.","contributorId":101672,"corporation":false,"usgs":true,"family":"Carpenter","given":"M.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196505,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14943,"text":"ofr87717 - 1987 - Connecticut ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr87717","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-717","title":"Connecticut ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87717","usgsCitation":"Melvin, R., Grady, S.J., Healy, D.F., and Banach, F., 1987, Connecticut ground-water quality: U.S. Geological Survey Open-File Report 87-717, iv, 9 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr87717.","productDescription":"iv, 9 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":146253,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0717/report-thumb.jpg"},{"id":43761,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0717/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3228","contributors":{"authors":[{"text":"Melvin, R.L.","contributorId":50497,"corporation":false,"usgs":true,"family":"Melvin","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":170291,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grady, S. J.","contributorId":69962,"corporation":false,"usgs":true,"family":"Grady","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":170292,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Healy, D. F.","contributorId":97120,"corporation":false,"usgs":true,"family":"Healy","given":"D.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":170293,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Banach, Fred","contributorId":30638,"corporation":false,"usgs":true,"family":"Banach","given":"Fred","email":"","affiliations":[],"preferred":false,"id":170290,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":29050,"text":"wri874121 - 1987 - Revised techniques for estimating peak discharges from channel width in Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri874121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4121","title":"Revised techniques for estimating peak discharges from channel width in Montana","docAbstract":"This study was conducted to develop new estimating equations based on channel width and the updated flood frequency curves of previous investigations. Simple regression equations for estimating peak discharges with recurrence intervals of 2, 5, 10 , 25, 50, and 100 years were developed for seven regions in Montana. The standard errors of estimates for the equations that use active channel width as the independent variables ranged from 30% to 87%. The standard errors of estimate for the equations that use bankfull width as the independent variable ranged from 34% to 92%. The smallest standard errors generally occurred in the prediction equations for the 2-yr flood, 5-yr flood, and 10-yr flood, and the largest standard errors occurred in the prediction equations for the 100-yr flood. The equations that use active channel width and the equations that use bankfull width were determined to be about equally reliable in five regions. In the West Region, the equations that use bankfull width were slightly more reliable than those based on active channel width, whereas in the East-Central Region the equations that use active channel width were slightly more reliable than those based on bankfull width. Compared with similar equations previously developed, the standard errors of estimate for the new equations are substantially smaller in three regions and substantially larger in two regions. Limitations on the use of the estimating equations include: (1) The equations are based on stable conditions of channel geometry and prevailing water and sediment discharge; (2) The measurement of channel width requires a site visit, preferably by a person with experience in the method, and involves appreciable measurement errors; (3) Reliability of results from the equations for channel widths beyond the range of definition is unknown. In spite of the limitations, the estimating equations derived in this study are considered to be as reliable as estimating equations based on basin and climatic variables. Because the two types of estimating equations are independent, results from each can be weighted inversely proportional to their variances, and averaged. The weighted average estimate has a variance less than either individual estimate. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874121","usgsCitation":"Parrett, C., Hull, J.A., and Omang, R.J., 1987, Revised techniques for estimating peak discharges from channel width in Montana: U.S. Geological Survey Water-Resources Investigations Report 87-4121, iii, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874121.","productDescription":"iii, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4121/report-thumb.jpg"},{"id":57915,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e479ee4b07f02db492476","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200860,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hull, J. A.","contributorId":39345,"corporation":false,"usgs":true,"family":"Hull","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200862,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200861,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28752,"text":"wri854177 - 1987 - Determination of benthic-invertebrate indices and water-quality trends of selected streams in Chester County, Pennsylvania, 1969-80","interactions":[],"lastModifiedDate":"2017-07-07T08:22:07","indexId":"wri854177","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4177","title":"Determination of benthic-invertebrate indices and water-quality trends of selected streams in Chester County, Pennsylvania, 1969-80","docAbstract":"The trends of biological and chemical data collected for 12 years (1969-80) from 46 sites in Chester County were evaluated by using the sea- sonal Kendall test. Brillouin's diversity index was calculated and plotted against time for each site. The diversity index at 7 sites had upward trends significant at the 99-percent confidence level, the index at 9 sites had upward trends significant at the 95 to 98 percent confidence level, and the index at 11 sites had upward trends significant at the 90 to 94 percent con- fidence level. Although the trends were not statistically significant, 17 of the remaining sites had upward trends and 2 had downward trends.\r\n\r\n      The seasonal Kendall test was used to test the chemical data for temporal trends at eight sites having stream discharge data. Significant trends were found at one or more sites for flow-adjusted values of specific conductance, pH, total nitrate, total phosphorus, dissolved chloride, and dissolved sulfate. The chemical data for 11 sites, which were not flow adjusted, were tested for trends by plotting against time and determining a correlation coefficient. Significant trends were found at one or more sites in nitrate and chloride. Selected chemical constituents were tested by regression analysis for correlation with the diversity index. Only total dissolved solids correlated significantly with diversity index. Several suggestions are made to improve the monitoring program.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854177","usgsCitation":"Moore, C., 1987, Determination of benthic-invertebrate indices and water-quality trends of selected streams in Chester County, Pennsylvania, 1969-80: U.S. Geological Survey Water-Resources Investigations Report 85-4177, v, 62 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854177.","productDescription":"v, 62 p. :ill., map ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":124177,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4177/report-thumb.jpg"},{"id":57603,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4177/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66788b","contributors":{"authors":[{"text":"Moore, C.R.","contributorId":46962,"corporation":false,"usgs":true,"family":"Moore","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":200339,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27349,"text":"wri854043 - 1987 - Adequacy of NASQAN data to describe areal and temporal variability of water quality of the San Juan River drainage basin upstream from Shiprock, New Mexico","interactions":[],"lastModifiedDate":"2022-01-26T21:38:11.341058","indexId":"wri854043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4043","title":"Adequacy of NASQAN data to describe areal and temporal variability of water quality of the San Juan River drainage basin upstream from Shiprock, New Mexico","docAbstract":"<p>Analyses indicate that water quality in the San Juan River drainage basin upstream from Shiprock, New Mexico, is quite variable from station to station. Analyses are based on water quality data from the U.S. Geological Survey WATSTORE files and the New Mexico Environmental Improvement Division 's files. In the northeastern part of the basin, most streams are calcium-bicarbonate waters. In the northwestern and southern part of the basin, the streams are calcium-sulfate and sodium-sulfate waters. Geology, climate, and land use and water use affect the water quality. Statistical analysis shows that streamflow, suspended-sediment, dissolved-iron, dissolved-orthophosphate-phosphorus, dissolved-sodium, dissolved-sulfate, and dissolved-manganese concentrations, specific conductance, and pH are highly variable among most stations. Dissolved-radium-226 concentration is the least variable among stations. A trend in one or more water quality constituents for the time period, October 1, 1973, through September 30, 1981, was detected at 15 out of 36 stations tested. The NASQAN stations Animas River at Farmington and San Juan River at Shiprock, New Mexico, record large volumes of flow that represent an integration of the flow from many upstream tributaries. The data collected do not represent what is occurring at specific points upstream in the basin, but do provide accurate information on how water quality is changing over time at the station location. A water quality, streamflow model would be necessary to predict accurately what is occurring simultaneously in the entire basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854043","usgsCitation":"Goetz, C.L., and Abeyta, C.G., 1987, Adequacy of NASQAN data to describe areal and temporal variability of water quality of the San Juan River drainage basin upstream from Shiprock, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 85-4043, ix, 89 p., https://doi.org/10.3133/wri854043.","productDescription":"ix, 89 p.","costCenters":[],"links":[{"id":124155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4043/report-thumb.jpg"},{"id":56211,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394920,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36227.htm"}],"country":"United States","state":"Colorado, New Mexico","otherGeospatial":"San Juan River drainage basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109,\n              35.562\n            ],\n            [\n              -106.528,\n              35.562\n            ],\n            [\n              -106.528,\n              38\n            ],\n            [\n              -109,\n              38\n            ],\n            [\n              -109,\n              35.562\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697591","contributors":{"authors":[{"text":"Goetz, C. L.","contributorId":55845,"corporation":false,"usgs":true,"family":"Goetz","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197958,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Abeyta, Cynthia G.","contributorId":52187,"corporation":false,"usgs":true,"family":"Abeyta","given":"Cynthia","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197957,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29125,"text":"wri874246 - 1987 - Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri874246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4246","title":"Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico","docAbstract":"Identification of the presence of volatile organic compounds in liquid-waste lagoons in New Mexico at the Lee Acres landfill, beneath a refinery south of the landfill, and in nearby residential wells has led to an hydrologic investigation of the area. The alluvium underlying an arroyo adjacent to the landfill mostly consists of fine to coarse quartz sand with some silt, gravel, and clay zones. Thickness of the alluvium measured in 12 drill holes ranged from 13.7 to 61.5 ft. A seismic survey indicates that buried channels are incised as much as 26 ft into the bedrock surface in some areas. The depth to water in seven piezometers ranged from 26.6 to 34.9 ft. The configuration of the water table in the alluvium indicates that groundwater flow is controlled by unidentified recharge north of the landfill, recharge from a pond southeast of the landfill, discharge to pumping wells, discharge to the alluvium of the San Juan River south of the study area, and hydraulic conductivity of the alluvial material. There also may be additional recharge to or discharge from the underlying Nacimiento Formation and recharge from runoff in the arroyo. Terrain-conductivity measurements indicate that the water in the alluvium southwest of the landfill may be more conductive than water in the underlying sandstone. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874246","usgsCitation":"Peter, K.D., Williams, R.A., and King, K.W., 1987, Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4246, v, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874246.","productDescription":"v, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4246/report-thumb.jpg"},{"id":57995,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4246/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628c15","contributors":{"authors":[{"text":"Peter, K. D.","contributorId":94319,"corporation":false,"usgs":true,"family":"Peter","given":"K.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":200986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, R. A.","contributorId":82323,"corporation":false,"usgs":true,"family":"Williams","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200985,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"King, K. W.","contributorId":105729,"corporation":false,"usgs":true,"family":"King","given":"K.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200987,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
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