{"pageNumber":"1371","pageRowStart":"34250","pageSize":"25","recordCount":46733,"records":[{"id":26623,"text":"wri914018 - 1993 - Estimated average annual ground-water pumpage in the Portland Basin, Oregon and Washington 1987-88","interactions":[],"lastModifiedDate":"2017-02-07T08:26:08","indexId":"wri914018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"91-4018","title":"Estimated average annual ground-water pumpage in the Portland Basin, Oregon and Washington 1987-88","docAbstract":"Data for ground-water pumpage were collected during an inventory of wells in 1987-88 in the Portland Basin located in northwestern Oregon and southwestern Washington. Estimates of annual ground-water pumpage were made for the three major categories of use: public supply, industry, and irrigation. A large rapidly expanding metropolitan area is situated within the Portland Basin, along with several large industries that use significant quantities of ground water. The estimated total average annual ground-water pumpage for 1987 was about 127,800 acre-feet. Of this quantity, about 50 percent was pumped for industrial use, about 40 percent for public supply and about 10 percent for irrigation. Domestic use from individual wells is a small part of the total and is not included.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri914018","usgsCitation":"Collins, C.A., and Broad, T., 1993, Estimated average annual ground-water pumpage in the Portland Basin, Oregon and Washington 1987-88: U.S. Geological Survey Water-Resources Investigations Report 91-4018, v, 26 p. :maps (chiefly col.) ;28 cm., https://doi.org/10.3133/wri914018.","productDescription":"v, 26 p. :maps (chiefly col.) ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":121508,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4018/report-thumb.jpg"},{"id":55491,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4018/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55492,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4018/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55493,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4018/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55494,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4018/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55495,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdc4b","contributors":{"authors":[{"text":"Collins, C. A.","contributorId":43731,"corporation":false,"usgs":true,"family":"Collins","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196730,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Broad, T.M.","contributorId":6478,"corporation":false,"usgs":true,"family":"Broad","given":"T.M.","affiliations":[],"preferred":false,"id":196729,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27049,"text":"wri924115 - 1993 - Geohydrology and water quality of the Calumet aquifer, in the vicinity of the Grand Calumet River/Indiana Harbor Canal, northwestern Indiana","interactions":[],"lastModifiedDate":"2016-05-16T11:07:59","indexId":"wri924115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4115","title":"Geohydrology and water quality of the Calumet aquifer, in the vicinity of the Grand Calumet River/Indiana Harbor Canal, northwestern Indiana","docAbstract":"<p>The water-table configuration of the Calumet aquifer in the vicinity of the Grand Calumet River/Indiana Harbor Canal in Lake County, northwestern Indiana, reflects the complexity of the shallow ground-water-flow system. Large depressions in the water table in sewered areas interrupt broad ground-water divides between rivers. The aquifer/stream interactions along the Grand Calumet River/ Indiana Harbor Canal are directly related to Lake Michigan water levels because of a direct connection of the Grand Calumet River/Indiana Harbor Canal to the lake. Fluctuations in lake levels and evapotranspiration result in reversals in ground-water flow near the river and canal that last from several hours to several months.</p>\n<p>Most of the water from the Calumet aquifer discharges into sewers, the Grand Calumet River/Indiana Harbor Canal, Lake Michigan, and Silurian carbonate bedrock. Model simulations of ground-water flow for the study area indicate that the Calumet aquifer discharges about 15 ft<sup>3</sup>/s (cubic feet per second) of ground water to sewers, about 10 ft<sup>3</sup>/s to the Grand Calumet River/Indiana Harbor Canal, and about 4 ft<sup>3</sup>/s to Lake Michigan along a 25-mile section of shoreline. Estimates of groundwater flow from the Calumet aquifer to the bedrock range from 0 to 10 ft<sup>3</sup>/s. Results of analyses of water samples collected from wells in five land-use types steel industry, petrochemical industry, commercial and light industry, residential, and parks were compared. The highest median concentrations of inorganic ions and the most detections of organic compounds generally occurred in water samples from wells on the steel and petrochemical land-use areas. Water samples collected from wells on the commercial and light industrial land-use areas generally had lower median chemical concentrations than the samples from the steel and petrochemical land-use areas and greater median concentrations than the samples from the residential and park land-use areas. Seven of 52 acid-extractable and base/neutralextractable organic compounds and 17 of 36 volatile organic compounds analyzed were detected in a total of 35 wells. Only 4 of the 88 organic analytes phenols, bis(2-ethylhexyl)phthalate, benzene, and toluene were detected in more than 5 of the 35 wells.</p>\n<p>A comparison of primarily inorganic-constituent data from the five land-use groups to inorganic-constituent data from sites known to be contaminated shows that constituent concentrations in ground waters from wells in the land-use areas generally are lower than those in ground water from contaminated areas. Abstract 1 Likewise, a comparison of inorganic-constituent data from the land-use groups to inorganic-constituent data from areas relatively unaffected by human presence shows that constituent concentrations in ground water from wells in the land-use areas generally are greater than those in ground water from the unaffected areas. Some documented but unaccounted for chemical loads in the Grand Calumet River are from ground water. Ground water probably contributes more than 10 percent of the total chemical load of ammonia, chromium, and cyanide to the Grand Calumet River. In comparison, about 1 to 3 percent of the total streamflow in the Grand Calumet River is from ground water. Of the four major groundwater sinks in the aquifer, the east branch of the Grand Calumet River and the Indiana Harbor Canal generally receive the greatest chemical loads from ground water, whereas Lake Michigan generally receives the smallest loads.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri924115","collaboration":"Prepared in cooperation with the Indiana Department of Environmental Management","usgsCitation":"Fenelon, J., and Watson, L.R., 1993, Geohydrology and water quality of the Calumet aquifer, in the vicinity of the Grand Calumet River/Indiana Harbor Canal, northwestern Indiana: U.S. Geological Survey Water-Resources Investigations Report 92-4115, vii, 151 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924115.","productDescription":"vii, 151 p. :ill., maps ;28 cm.","startPage":"1","endPage":"151","numberOfPages":"158","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":55926,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4115/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123751,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4115/report-thumb.jpg"}],"country":"United States","state":"Indiana","otherGeospatial":"rand Calumet River/Indiana Harbor Canal","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.18406677246094,\n              41.66367910784373\n            ],\n            [\n              -87.39761352539062,\n              41.668808555620586\n            ],\n            [\n              -87.39692687988281,\n              41.76106872528616\n            ],\n            [\n              -87.60086059570312,\n              41.764141783336456\n            ],\n            [\n              -87.60223388671875,\n              41.545589036668105\n            ],\n            [\n              -87.16896057128906,\n              41.544561218705965\n            ],\n            [\n              -87.16621398925781,\n              41.66419207101119\n            ],\n            [\n              -87.18406677246094,\n              41.66367910784373\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8b5d","contributors":{"authors":[{"text":"Fenelon, J.M.","contributorId":100430,"corporation":false,"usgs":true,"family":"Fenelon","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":197469,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Watson, Lee R.","contributorId":83545,"corporation":false,"usgs":true,"family":"Watson","given":"Lee","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197468,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26024,"text":"wri934112 - 1993 - Hydrogeology, geochemistry, and quality of water of The Basin and Oak Spring areas of the Chisos Mountains, Big Bend National Park, Texas","interactions":[],"lastModifiedDate":"2016-08-16T13:21:41","indexId":"wri934112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4112","title":"Hydrogeology, geochemistry, and quality of water of The Basin and Oak Spring areas of the Chisos Mountains, Big Bend National Park, Texas","docAbstract":"<p>Test drilling near two sewage lagoons in The Basin area of the Chisos Mountains, Big Bend National Park, Texas, has shown that the alluvium and colluvium on which the lagoons are located is not saturated in the immediate vicinity of the lagoons. A shallow aquifer, therefore, does not exist in this critical area at and near the lagoons. Should seepage outflow from the lagoons occur, the effluent from the lagoons might eventually be incorporated into shallow ground water moving westward in the direction of Oak Spring. Under these conditions such water could reach the spring. Test borings that bottomed in bedrock below the alluvial and colluvial fill material are dry, indicating that no substantial leakage from the lagoons was detected. Therefore, no contaminant plume was identified. Fill material in The Basin does not contain water everywhere in its extensive outcropping area and supplies only a small quantity of ground water to Window Pouroff, which is the only natural surface outlet of The Basin.</p>\n<p>Oak Spring, which is almost 2 miles downgradient from the lagoons, is the sole source of water for The Basin the principal tourist area in Big Bend National Park. Test drilling in the Oak Spring area revealed that the aquifer in the immediate vicinity of Oak Spring is a 5-foot thick sand bed hydraulically confined above and below by relatively thick, compact clay. The sand bed might be bounded locally by faults to the east and west of the spring. The test drilling and seismic surveys in the area also established the existence of a thick, extensive, surficial layer of colluvium consisting of large rhyolite boulders. The colluvial layer, which overlies sedimentary bedrock containing the Oak Spring aquifer, was unsaturated at the borehole sites.</p>\n<p>Information from drilling and from hydrogeologic observation indicates that the water from Oak Spring originates as precipitation in the Oak Spring area west of The Basin, with possibly a contribution originating as discharge from The Basin. The rhyolite boulder field in the Oak Spring area, which includes talus from Vernon Bailey Peak, is an effective receptacle for rapid recharge of precipitation. This water could then be efficiently routed into the Oak Spring aquifer in places to the east of Oak Spring where any shallow ground water in the boulder field might enter the subcropping truncated aquifer.</p>\n<p>Water-chemistry data, hydrochemical facies, and isotopic data also indicate that water from Oak Spring originates principally from precipitation onto the land surface of the Oak Spring area. Tritium data indicate that Oak Spring water is \"modern,\" with an average age of recharge less than 14 years. The flow rates recorded almost continuously at Oak Spring beginning in December 1986 show a close relation between precipitation and discharge. The highest recorded spring flow of 167 gallons per minute in December 1986 is attributed to record high precipitation in the area during 1986. The lowest recorded flow of 22.4 gallons per minute, in December 1989, followed a period of 20 out of 26 months of below-normal precipitation. Flow at Oak Spring typically lags behind precipitation by about 1 month. This fairly rapid response indicates the spring is fed by a shallow aquifer having good permeability and effective recharge areas with the ability to absorb precipitation rapidly.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri934112","usgsCitation":"Baker, E.T., and Buszka, P., 1993, Hydrogeology, geochemistry, and quality of water of The Basin and Oak Spring areas of the Chisos Mountains, Big Bend National Park, Texas: U.S. Geological Survey Water-Resources Investigations Report 93-4112, v, 76 p., https://doi.org/10.3133/wri934112.","productDescription":"v, 76 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":122709,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4112/report-thumb.jpg"},{"id":54801,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4112/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Big Bend National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -103.36212158203125,\n              29.24446853982615\n            ],\n            [\n              -103.36212158203125,\n              29.28220663151896\n            ],\n            [\n              -103.25878143310545,\n              29.28220663151896\n            ],\n            [\n              -103.25878143310545,\n              29.24446853982615\n            ],\n            [\n              -103.36212158203125,\n              29.24446853982615\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db61488e","contributors":{"authors":[{"text":"Baker, E. T. Jr.","contributorId":88366,"corporation":false,"usgs":true,"family":"Baker","given":"E.","suffix":"Jr.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":195662,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buszka, P.M.","contributorId":49001,"corporation":false,"usgs":true,"family":"Buszka","given":"P.M.","affiliations":[],"preferred":false,"id":195661,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29037,"text":"wri934005 - 1993 - Geohydrology and quality of shallow ground water at and near the Old Laurel County and G.C. Singleton landfills, Laurel County, Kentucky","interactions":[],"lastModifiedDate":"2022-01-11T21:32:43.975878","indexId":"wri934005","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4005","title":"Geohydrology and quality of shallow ground water at and near the Old Laurel County and G.C. Singleton landfills, Laurel County, Kentucky","docAbstract":"Between 1969 and 1983, solid and hazardous waste was deposited at the Old Laurel County and G.C. Singleton Landfills that were developed on a bench created by strip mining for coal. Water-level data from eight monitoring wells indicate that the general direction of groundwater flow in the shallow aquifer is toward Slate Lick, which is at a lower altitude than the landfills. Analyses of water samples from these wells indicate that the water quality near the landfills is similar to that expected in coal strip-mined areas. The pH of groundwater ranged from 4.6 to 6.2 and indicates acidic conditions. Elevated values of specific conductance in groundwater near the landfills may indicate the effects of landfill leachate or acid-mine drainage. The groundwater samples also contained high concentrations of dissolved constituents commonly associated with acid-mine drainage such as aluminum, iron, manganese, sulfate, and zinc. A relatively high concentration of fluoride, 4.5 mg/L, in water from one well may be related to landfill leachate. Except for 3,4-dichloro-benzoic acid, organic constituents were not detected in the groundwater samples. However, because of the widespread use of chemicals containing 3,4-dichloro-benzoic acid, the source of this constituent in the shallow aquifer system near the landfills cannot be determined.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934005","usgsCitation":"Parnell, J.M., 1993, Geohydrology and quality of shallow ground water at and near the Old Laurel County and G.C. Singleton landfills, Laurel County, Kentucky: U.S. Geological Survey Water-Resources Investigations Report 93-4005, v, 41 p., https://doi.org/10.3133/wri934005.","productDescription":"v, 41 p.","costCenters":[],"links":[{"id":394222,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47743.htm"},{"id":57904,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4005/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122666,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4005/report-thumb.jpg"}],"country":"United States","state":"Kentucky","county":"Laurel County","otherGeospatial":"Old Laurel County and G.C. Singleton landfills","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.05,\n              37.1728\n            ],\n            [\n              -84.0722,\n              37.1728\n            ],\n            [\n              -84.0722,\n              37.1917\n            ],\n            [\n              -84.05,\n              37.1917\n            ],\n            [\n              -84.05,\n              37.1728\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c9b","contributors":{"authors":[{"text":"Parnell, J. M.","contributorId":13656,"corporation":false,"usgs":true,"family":"Parnell","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200834,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27412,"text":"wri934008 - 1993 - Hydraulic properties of the Madison aquifer system in the western Rapid City area, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri934008","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4008","title":"Hydraulic properties of the Madison aquifer system in the western Rapid City area, South Dakota","docAbstract":"Available information on hydrogeology, data from borehole geophysical logs, and aquifer tests were used to determine the hydraulic properties of the Madison aquifer. From aquifer-test analysis, transmissivity and storage coefficient were determined for the Minnelusa and Madison aquifers, and vertical hydraulic conductivity (Kv') along with specific storage (Ss') for the Minnelusa confining bed.\r\n\r\nBorehole geophysical well logs were used to determine the thickness and location of the Minnelusa aquifer, the lower Minnelusa confining bed, and the Madison aquifer within the Madison Limestone. Porosity values determined from quantitative analysis of borehole geophysical well logs were used in analyzing the aquifer-test data. The average porosity at the two aquifer-test sites is about 10 percent in the Minnelusa aquifer, 5 percent in the lower Minnelusa confining bed, and 35 percent in the Madison aquifer.\r\n\r\nThe first aquifer test, which was conducted at Rapid City production well #6, produced measured drawdown in the Minnelusa and Madison aquifers. Neuman and Witherspoon's method of determining the hydraulic properties of leaky two-aquifer systems was used to evaluate the aquifer-test data by assuming the fracture and solution-opening network is equivalent to a porous media. Analysis of the aquifer test for the Minnelusa aquifer yielded a transmissivity value of 12,000 feet squared per day and a storage coefficient of 3 x 10-3. The specific storage of the Minnelusa confining bed was 2 x 10-7 per foot, and its vertical hydraulic conductivity was 0.3 foot per day. The transmissivity of the Madison aquifer at this site was 17,000 feet squared per day, and the storage coefficient was 2 x 10-3.\r\n\r\nThe second aquifer test, which was conducted at Rapid City production well #5 (RC-5) produced measured drawdown only in the Madison aquifer. Hantush and Jacob's method of determining the hydraulic properties of leaky confined aquifers with no storage in the confining bed was used to evaluate the aquifer-test data by assuming the fracture and solution-opening network is equivalent to a porous media. The analysis of data from the RC-5 aquifer test showed that transmissivity was not equal in all directions. Hantush's method was used to determine the direction of radial anisotropy and magnitude of the major and minor axes of transmissivity. The major axis of transmissivity is at an angle of 42? east of north, and the transmissivity along this axis is about 56,000 feet squared per day. The minor axis of transmissivity is at an angle of 48? west of north, and the transmissivity along this axis is about 1,300 feet squared per day. The major axis of transmissivity intersects Cleghorn Springs, a large resurgent spring on the west edge of Rapid City. The shape of the potentiometric contours of the Madison aquifer near RC-5 agree with the orientation of the transmissivity ellipse. The average value of the storage coefficient from the isotropic analysis of the aquifer-test data was 3.5 x 10-4, and the average vertical hydraulic conductivity of the lower Minnelusa confining bed was 9.6 x 10-3 foot per day.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri934008","usgsCitation":"Greene, E.A., 1993, Hydraulic properties of the Madison aquifer system in the western Rapid City area, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 93-4008, vii, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934008.","productDescription":"vii, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2237,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri934008/","linkFileType":{"id":5,"text":"html"}},{"id":124983,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_93_4008.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47dae4b07f02db4b64b5","contributors":{"authors":[{"text":"Greene, Earl A. 0000-0002-9479-0829 eagreene@usgs.gov","orcid":"https://orcid.org/0000-0002-9479-0829","contributorId":3518,"corporation":false,"usgs":true,"family":"Greene","given":"Earl","email":"eagreene@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":198068,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29027,"text":"wri934170 - 1993 - Hydrogeology, ground-water quality, and potential for water-supply contamination near an abandoned wood-preserving plant site at Jackson, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri934170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4170","title":"Hydrogeology, ground-water quality, and potential for water-supply contamination near an abandoned wood-preserving plant site at Jackson, Tennessee","docAbstract":"Hydrogeologic and ground-water-quality data were collected near an abandoned wood-preserving plant site at Jackson, Tennessee to determine the extent and magnitude of ground-water contamination in offsite areas and to assess the potential for contamination of nearby water-supply wells. New methods were used to collect ground-water samples from the alluvial aquifer at six offsite stations at depths of less than about 40 feet below land surface. In addition, 36 offsite wells were installed at these stations to collect samples from the alluvial aquifer and to depths of about 150 feet in the deeper Fort Pillow aquifer. Ground-water samples collected by the new methods and from the 36 offsite wells were analyzed for selected volatile and semi-volatile compounds. The samples collected from the 36 wells also were analyzed for major and trace inorganic constituents. Naphthalene and some volatile organic compounds were detected at low concentrations in samples from both the alluvial aquifer and the Fort Pillow aquifer. To assess the potential for water-supply contamination from the site, four water-supply wells to the east (upgradient) and three wells to the west (down- gradient) of the abandoned plant site were sampled. These samples were analyzed for the same analytes as the samples from the 36 wells. Although volatile organic compounds and elevated concentrations of trace and major inorganic constituents were measured in samples from some wells east of the site, no organic compounds associated with the wood- preserving process were detected. No contaminants from the site were detected in samples from wells west of the site.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934170","usgsCitation":"Parks, W.S., Mirecki, J., and Kingsbury, J., 1993, Hydrogeology, ground-water quality, and potential for water-supply contamination near an abandoned wood-preserving plant site at Jackson, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 93-4170, vi, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934170.","productDescription":"vi, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126655,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4170/report-thumb.jpg"},{"id":57891,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8fa6","contributors":{"authors":[{"text":"Parks, W. S.","contributorId":99555,"corporation":false,"usgs":true,"family":"Parks","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200817,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mirecki, J. E.","contributorId":97152,"corporation":false,"usgs":true,"family":"Mirecki","given":"J. E.","affiliations":[],"preferred":false,"id":200816,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kingsbury, J.A.","contributorId":21583,"corporation":false,"usgs":true,"family":"Kingsbury","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":200815,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28544,"text":"wri934082 - 1993 - Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water year 1990","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri934082","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4082","title":"Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water year 1990","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934082","usgsCitation":"Maloney, T.J., Ludtke, A., and Krizman, T., 1993, Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water year 1990: U.S. Geological Survey Water-Resources Investigations Report 93-4082, xiii, 145 p. :ill. ;28 cm., https://doi.org/10.3133/wri934082.","productDescription":"xiii, 145 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159253,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4082/report-thumb.jpg"},{"id":57376,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ae4b07f02db6515b6","contributors":{"authors":[{"text":"Maloney, T. J.","contributorId":56660,"corporation":false,"usgs":true,"family":"Maloney","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199996,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ludtke, A. S.","contributorId":6846,"corporation":false,"usgs":true,"family":"Ludtke","given":"A. S.","affiliations":[],"preferred":false,"id":199995,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Krizman, T.L.","contributorId":57505,"corporation":false,"usgs":true,"family":"Krizman","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":199997,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28979,"text":"wri934037 - 1993 - Reconnaissance investigation of the geology and hydrogeology of Lackland Air Force Base, San Antonio, Texas","interactions":[],"lastModifiedDate":"2022-09-06T21:45:52.687745","indexId":"wri934037","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4037","title":"Reconnaissance investigation of the geology and hydrogeology of Lackland Air Force Base, San Antonio, Texas","docAbstract":"<p>An investigation at Lackland Air Force Base and Lackland Air Force Base Training Annex (Medina Base) was conducted from May to September 1988 to delineate the subsurface geology, to describe the hydrogeology within the study area, and to determine possible migration pathways for contaminants. Data from this investigation supplement data collected in conjunction with other Air Training Command studies conducted under the Installation Restoration Program.</p>\n<p>The geologic formations in the vicinity of Lackland Air Force Base and Medina Base consist of sedimentary rocks of Cretaceous, Tertiary, and Quaternary age. The lithology of these formations consists primarily of limestone and marl, with lesser amounts of gravel, sand, silt, shale, and clay. The formations that comprise the geologic setting at Lackland Air Force Base and Medina Base include the Navarro Group of Late Cretaceous age, the Midway Group and Uvalde Gravel of Tertiary age, and the Leona Formation and fluviatile terrace deposits of Quaternary age.</p>\n<p>The age of the faulting within the study area has not been determined accurately, but the faulting might have occurred during intervals from Early Cretaceous to Holocene time. During these tectonic episodes, uplift of the Edwards Plateau might have occurred. This uplift could have enhanced erosion of the Cretaceous age Edwards Group, which is north of the study area, causing deposition of alluvial deposits south of this tectonic activity. The Leona Formation is composed of limestone gravel deposits forming terraces in the valleys of present streams. In general, these terraces are topographically lower than those formed by the Uvalde Gravel. In contrast, the fluviatile terrace deposits are above flood level along entrenched streams such as Leon and Medio Creeks. The Leona Formation is generally above the level of these fluviatile terrace deposits.</p>\n<p>A review of the hydrogeologic literature indicated that the Navarro and Midway Groups do not yield water to wells in Bexar County. However, recent studies by the U.S. Geological Survey at Kelly Air Force Base indicate that the uppermost beds of the Navarro Group can be saturated but yield little or no water to wells. Each stream terrace deposit of the Leona Formation and the fluviatile terrace deposits are separate water-bearing units. At Lackland Air Force Base, shallow ground water is present in the Leona Formation and the flow probably is toward Leon Creek. At Medina Base, the fluviatile terrace deposits are present along both banks of Medio Creek and probably are separate water-bearing units. Furthermore, ground-water flow in each of these units probably is toward Medio Creek. The Uvalde Gravel, present only at and west of Medina Base, is not a source of shallow ground water. However, during periods of precipitation, the formation can readily absorb precipitation and surface runoff. Water drains quickly through the formation because of its topographically high position and substantial hydraulic conductivity.</p>\n<p>Major pathways of potential contaminant migration off the bases include the local streams of Medio and Leon Creeks, and to a lesser extent, the shallow ground water beneath the bases. Although the Uvalde Gravel is not a source of shallow ground water at Medina Base, it drains water quickly, and wastes that might be buried in the gravel could be a potential source of contamination during brief ground-water recharge periods resulting from major precipitation.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri934037","collaboration":"Prepared in cooperation with the U.S. Air Force, Air Training Command, Randolph Air Force Base, Texas","usgsCitation":"Ozuna, G., and Small, T.A., 1993, Reconnaissance investigation of the geology and hydrogeology of Lackland Air Force Base, San Antonio, Texas: U.S. Geological Survey Water-Resources Investigations Report 93-4037, iv, 20 p., https://doi.org/10.3133/wri934037.","productDescription":"iv, 20 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":57851,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4037/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159140,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4037/report-thumb.jpg"},{"id":406279,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47765.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Texas","city":"San Antonio","otherGeospatial":"Lackland Air Force Base","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.72074127197264,\n              29.317236669362003\n            ],\n            [\n              -98.72074127197264,\n              29.418965093407095\n            ],\n            [\n              -98.5470199584961,\n              29.418965093407095\n            ],\n            [\n              -98.5470199584961,\n              29.317236669362003\n            ],\n            [\n              -98.72074127197264,\n              29.317236669362003\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48eae4b07f02db554850","contributors":{"authors":[{"text":"Ozuna, G. B.","contributorId":25205,"corporation":false,"usgs":true,"family":"Ozuna","given":"G. B.","affiliations":[],"preferred":false,"id":200724,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Small, T. A.","contributorId":105731,"corporation":false,"usgs":true,"family":"Small","given":"T.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200725,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26594,"text":"wri924145 - 1993 - Method for predicting water demand for crop uses in New Jersey in 1990, 2000, 2010, and 2020, and for estimating water use for livestock and selected sectors of the food-processing industry in New Jersey in 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"wri924145","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4145","title":"Method for predicting water demand for crop uses in New Jersey in 1990, 2000, 2010, and 2020, and for estimating water use for livestock and selected sectors of the food-processing industry in New Jersey in 1987","docAbstract":"A method was developed to predict water demand for crop uses in New Jersey.  A separate method was developed to estimate water use for livestock and selected sectors of the food-processing industry in 1987.  Predictions of water demand for field- grown crops in New Jersey were made for 1990, 2000, 2010, and 2020 under three climatological scenarios:  (1) wet year, (2) average year, and (3) drought year.  These estimates ranged from 4.10 times 10 to the 9th power to 16.82 times 10 to the 9th power gal (gallons).  Irrigation amounts calculated for the three climatological scenarios by using a daily water-balance model were multiplied by predicted numbers of irrigated acreage.  Irrigated acreage was predicted from historical crop-irrigation data and from predictions of harvested acreage produced by using a statistical model relating population to harvested acreage.  Predictions of water demand for cranberries and container-grown nursery crops also were made for 1990, 2000, 2010, and 2020. Predictions of water demand under the three climatological scenarios were made for container- grown nursery crops, but not for cranberries, because water demand for cranberries varies little in response to climatological factors.  Water demand for cranberries was predicted to remain constant at 4.43 times 10 to the 9th power gal through the year 2020.  Predictions of water demand for container-grown nursery crops ranged from 1.89 times 10 to the 9th power to 3.63 times 10 to the 9th power gal.  Water-use for livestock in 1987 was estimated to be 0.78 times 10 to the 9th power gal, and water use for selected sectors of the food-processing industry was estimated to be 3.75 times 10 to the 9th power gal.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri924145","usgsCitation":"Clawges, R., and Titus, E., 1993, Method for predicting water demand for crop uses in New Jersey in 1990, 2000, 2010, and 2020, and for estimating water use for livestock and selected sectors of the food-processing industry in New Jersey in 1987: U.S. Geological Survey Water-Resources Investigations Report 92-4145, ix, 211 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924145.","productDescription":"ix, 211 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123613,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4145/report-thumb.jpg"},{"id":55461,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4145/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55462,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4145/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629f09","contributors":{"authors":[{"text":"Clawges, R.M.","contributorId":24779,"corporation":false,"usgs":true,"family":"Clawges","given":"R.M.","affiliations":[],"preferred":false,"id":196675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Titus, E.O.","contributorId":85984,"corporation":false,"usgs":true,"family":"Titus","given":"E.O.","email":"","affiliations":[],"preferred":false,"id":196676,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26079,"text":"wri924141 - 1993 - Application of ground-penetrating radar methods in determining hydrogeologic conditions in a karst area, west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri924141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4141","title":"Application of ground-penetrating radar methods in determining hydrogeologic conditions in a karst area, west-central Florida","docAbstract":"Ground-penetrating radar (GPR) is useful as a surface geophysical method for exploring geology and subsurface features in karst settings. Interpretation of GPR data was used to infer lithology and hydrogeologic conditions in west-central Florida. This study demonstrates how GPR methods can be used to investigate the hydrogeology of an area. GPR transmits radio- frequency electromagnetic waves into the ground and receives reflected energy waves from subsurface interfaces. Subsurface profiles showing sediment thickness, depth to water table and clay beds, karst development, buried objects, and lake-bottom structure were produced from GPR traverses obtained during December 1987 and March 1990 in Pinellas, Hillsborough, and Hardee Counties in west-central Florida. Performance of the GPR method is site specific, and data collected are principally affected by the sediment and pore fluids, conductances and dielectric constants. Effective exploration depths of the GPR surveys through predominately unsaturated and saturated sand and clay sediments at five study sites ranged from a few feet to greater than 50 feet below land surface. Exploration depths were limited when high conductivity clay was encountered, whereas greater exploration depths were possible in material composed of sand. Application of GPR is useful in profiling subsurface conditions, but proper interpretation depends upon the user's knowledge of the equipment and the local hydrogeological setting, as well as the ability to interpret the graphic profile.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri924141","usgsCitation":"Barr, G., 1993, Application of ground-penetrating radar methods in determining hydrogeologic conditions in a karst area, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 92-4141, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924141.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123605,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4141/report-thumb.jpg"},{"id":54851,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a9e8","contributors":{"authors":[{"text":"Barr, G. L.","contributorId":22312,"corporation":false,"usgs":true,"family":"Barr","given":"G. L.","affiliations":[],"preferred":false,"id":195766,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28896,"text":"wri934052 - 1993 - Hydrology and water chemistry of shallow aquifers along the upper Clark Fork, western Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri934052","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4052","title":"Hydrology and water chemistry of shallow aquifers along the upper Clark Fork, western Montana","docAbstract":"Shallow ground-water resources in western Montana have been developed primarily in Quaternary alluvium and Tertiary deposits, although bedrock supplies water to wells locally. Well-yield and trans- missivity values were largest (medians of 40 gallons per minute and 970 feet squared per day, respec- tively) in alluvium and smallest (medians of 15 gallons per minute and 130 feet squared per day, respectively) in bedrock. Chemical composition of ground water was dominated by calcium, magnesium, and bicarbonate derived from dissolution of carbonate minerals. Other water types may be the result of ion exchange (increased sodium) and mixing of geothermal water or leachate from mine wastes (increased sulfate). Although concen- trations of arsenic were relatively small (maximum of 20 micrograms per liter), they were somewhat larger in alluvium within 300 feet of the Clark Fork. Elevated concentrations of cadmium (maximum of 6 micrograms per liter) were measured in water from one well downgradient from tailings ponds. Although mining and smelting activities have resulted in widespread distribution of contami- nants in the Clark Fork valley, this study indicates that ground water contains elevated concentrations of trace elements only locally. Streamflow data indicate significant ground-water inflow to the Clark Fork in two reaches. Between Racetrack and Garrison, irrigation-return flow probably augments naturally occurring ground-water discharge. Between Jens and Cramer Creek, geo- thermal water from bedrock flows through alluvium to the river. In the Clark Fork, the maximum arsenic concentration was 8.1 micrograms per liter; copper and manganese concentrations were largest at Warm Springs (maximums of 14 and 350 micrograms per liter, respectively) and decreased downstream.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934052","usgsCitation":"Nimick, D., 1993, Hydrology and water chemistry of shallow aquifers along the upper Clark Fork, western Montana: U.S. Geological Survey Water-Resources Investigations Report 93-4052, v, 63 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri934052.","productDescription":"v, 63 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":124242,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4052/report-thumb.jpg"},{"id":57771,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4052/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57772,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4052/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e83c","contributors":{"authors":[{"text":"Nimick, D. A.","contributorId":70399,"corporation":false,"usgs":true,"family":"Nimick","given":"D. A.","affiliations":[],"preferred":false,"id":200579,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26993,"text":"wri934000 - 1993 - Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri934000","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4000","title":"Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada","docAbstract":"The revised potentiometric-surface map presented in this report updates earlier maps of the Yucca Mountain area using mainly 1988 average water levels. Because of refinements in the corrections to the water-level measurements, these water levels have increased accuracy and precision over older values. The small-gradient area to the southeast of Yucca Mountain is contoured with a 0.25-meter interval and ranges in water-level altitude from 728.5 to 731.0 meters. Other areas with different water levels, to the north and west of Yucca Mountain, are illustrated with shaded patterns. The potentiometric surface can be divided into three regions: 1) A small-gradient area to the southeast of Yucca Mountain, which may be explained by flow through high-transmissivity rocks or low ground-water flux through the area; 2) A moderate-gradient area, on the western side of Yucca Mountain, where the water-level altitude ranges from 775 to 780 meters, and appears to be impeded by the Solitario Canyon Fault and a splay of that fault; and 3) A large-gradient area, to the north-northeast of Yucca Mountain, where water level altitude ranges from 738 to 1,035 meters, possibly as a result of a semi-perched groundwater system.  Water levels from wells at Yucca Mountain were examined for yearly trends (1986-89) using linear least-squares regression. Data from five wells exhibited trends which were statistically significant, but some of those may be a result of slow equilibration of the water level from drilling in less permeable rocks. Adjustments for temperature and density changes in the deep wells with long fluid columns were attempted, but some of the adjusted data did not fit the surrounding data and, thus, were not used.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934000","usgsCitation":"Ervin, E.M., Luckey, R.R., and Burkhardt, D., 1993, Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada: U.S. Geological Survey Water-Resources Investigations Report 93-4000, iv, 17 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934000.","productDescription":"iv, 17 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4000/report-thumb.jpg"},{"id":55880,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4000/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55881,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4000/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e598f","contributors":{"authors":[{"text":"Ervin, E. M.","contributorId":76782,"corporation":false,"usgs":true,"family":"Ervin","given":"E.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":197373,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197374,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Burkhardt, D.J.","contributorId":53398,"corporation":false,"usgs":true,"family":"Burkhardt","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":197372,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28885,"text":"wri924156 - 1993 - Geohydrology of the Mesilla ground-water basin, Dona Ana County, New Mexico, and El Paso County, Texas","interactions":[],"lastModifiedDate":"2023-04-10T21:35:09.779156","indexId":"wri924156","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4156","title":"Geohydrology of the Mesilla ground-water basin, Dona Ana County, New Mexico, and El Paso County, Texas","docAbstract":"The aquifer system of the Mesilla ground-water basin is the Quaternary flood-plain alluvium and the Quaternary and Tertiary Santa Fe Group. The hydraulic gradient in the shallow flood-plain alluvium within the Mesilla Valley is generally between 4 and 6 feet per mile. The hydraulic gradient in the Santa Fe Group ranges from 100 feet per mile in the northwestern part of the study area to less than 2 feet per mile in the southwestern part of the study area. Ground-water levels in nearby observation wells correspond to increases in river stage and indicate significant recharge to the aquifer at the Rio Grande. Water in storage within the Rio Grande flood-plain alluvium/Santa Fe Group aquifer system occurs under unconfined and semi- confined conditions. Horizontal permeability usually exceeds vertical permeability by several orders of magnitude. The thickness and extent of finer grained, less permeable material increase with depth and horizontally toward the southern end of the basin. Seasonal trends in the shallow water table generally correspond to recharge during the irrigation season. Freshwater zones are overlain by zones of slightly saline to saline water in the Mesilla Valley. Geohydrologic data indicate that the thickness of the freshwater zone is significantly less than previously estimated in the vicinity of the proposed West Mesa well field. Lithologic data, borehole-geophysical logs, water-quality data, and potentiometric contours of ground-water in the upper Santa Fe Group indicate a hydraulic connection between the Mesilla Valley and West Mesa.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924156","usgsCitation":"Nickerson, E.L., and Myers, R.G., 1993, Geohydrology of the Mesilla ground-water basin, Dona Ana County, New Mexico, and El Paso County, Texas: U.S. Geological Survey Water-Resources Investigations Report 92-4156, vii, 89 p., https://doi.org/10.3133/wri924156.","productDescription":"vii, 89 p.","costCenters":[],"links":[{"id":415549,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47703.htm","linkFileType":{"id":5,"text":"html"}},{"id":57758,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4156/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159382,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4156/report-thumb.jpg"}],"country":"United States","state":"New Mexico, Texas","county":"Dona Ana County, El Paso County","otherGeospatial":"Mesilla ground-water basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -107.0994,\n              32.5\n            ],\n            [\n              -107.0994,\n              31.7833\n            ],\n            [\n              -106.5264,\n              31.7833\n            ],\n            [\n              -106.5264,\n              32.5\n            ],\n            [\n              -107.0994,\n              32.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8718","contributors":{"authors":[{"text":"Nickerson, E. L.","contributorId":71185,"corporation":false,"usgs":true,"family":"Nickerson","given":"E.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200561,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Myers, R. G.","contributorId":30642,"corporation":false,"usgs":true,"family":"Myers","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200560,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29980,"text":"wri924196 - 1993 - Statistical summaries of streamflow data for selected gaging stations on and near the Idaho National Engineering Laboratory, Idaho, through September 1990","interactions":[],"lastModifiedDate":"2013-11-22T11:17:12","indexId":"wri924196","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4196","title":"Statistical summaries of streamflow data for selected gaging stations on and near the Idaho National Engineering Laboratory, Idaho, through September 1990","docAbstract":"<p>Statistical summaries and graphs of streamflow data were prepared for 13 \ngaging stations with 5 or more years of continuous record on and near the Idaho \nNational Engineering Laboratory. Statistical summaries of streamflow data for \nthe Big and Little Lost Rivers and Birch Creek were analyzed as a requisite for a \ncomprehensive evaluation of the potential for flooding of facilities at the Idaho \nNational Engineering Laboratory.</p>\n<br/>\n<p>The type of statistical analyses performed depended on the length of \nstreamflow record for a gaging station. Streamflow statistics generated for \nstations with 5 to 9 years of record were: (1) magnitudes of monthly and annual \nflows; (2) duration of daily mean flows; and (3) maximum, median, and \nminimum daily mean flows. Streamflow statistics generated for stations with 10 \nor more years of record were: (1) magnitudes of monthly and annual flows; \n(2) magnitudes and frequencies of daily low, high, instantaneous peak (flood \nfrequency), and annual mean flows; (3) duration of daily mean flows; \n(4) exceedance probabilities of annual low, high, instantaneous peak, and mean \nannual flows; (5) maximum, median, and minimum daily mean flows; and \n(6) annual mean and mean annual flows.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, ID","doi":"10.3133/wri924196","collaboration":"Prepared in cooperation with U.S. Department of Energy","usgsCitation":"Stone, M.A., Mann, L.J., and Kjelstrom, L., 1993, Statistical summaries of streamflow data for selected gaging stations on and near the Idaho National Engineering Laboratory, Idaho, through September 1990: U.S. Geological Survey Water-Resources Investigations Report 92-4196, ii, 35 p., https://doi.org/10.3133/wri924196.","productDescription":"ii, 35 p.","numberOfPages":"38","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":160036,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4196/report-thumb.jpg"},{"id":58788,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4196/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Big Lost River;Birch Creek;Little Lost River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.666667,43.15 ], [ -114.666667,44.75 ], [ -111.333333,44.75 ], [ -111.333333,43.15 ], [ -114.666667,43.15 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dce4b07f02db5e1b7e","contributors":{"authors":[{"text":"Stone, M. A. J.","contributorId":27496,"corporation":false,"usgs":true,"family":"Stone","given":"M.","email":"","middleInitial":"A. J.","affiliations":[],"preferred":false,"id":202472,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mann, Larry J.","contributorId":48531,"corporation":false,"usgs":true,"family":"Mann","given":"Larry","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202473,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kjelstrom, L.C.","contributorId":89104,"corporation":false,"usgs":true,"family":"Kjelstrom","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":202474,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28538,"text":"wri924106 - 1993 - Development, calibration, and testing of ground-water flow models for the Mississippi River Valley alluvial aquifer in eastern Arkansas using one-square-mile cells","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri924106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4106","title":"Development, calibration, and testing of ground-water flow models for the Mississippi River Valley alluvial aquifer in eastern Arkansas using one-square-mile cells","docAbstract":"Significant water-level declines in the Mississippi River Valley alluvial aquifer prompted the need to better understand the flow system in the aquifer which, in turn, led to the development of digital groundwater flow models of the alluvial aquifer. Two models were developed in the eastern Arkansas study area with the Arkansas River dividing the study area and functioning as a hydrologic boundary to the models. Both models simulate groundwater flow in one layer with recharge entering the aquifer from head-dependent surface infiltration through the overlying confining unit and from seepage through river beds. Digital models were used to simulate flow in the aquifer during seven stress periods between 1918 and 1987. Pumpage used in the simulations ranged from 83,400,000 to 412,000,000 cu ft/d in the north model and from 12,800,000 to 58,500,000 cu ft/d in the south model. Three different spatial and temporal pumpage scenarios were tested to simulate pumpage stress in the models. The pumpage distribution used in the calibrated model was based on a combination of all three scenarios. Several criteria were used during model development to determine how well the model simulated conditions in the aquifer. Potentiometric maps of model-computed water levels were compared to measured data to check the computed water levels and direction of flow. Hydrographs of observation wells were compared to computed water levels at corresponding model cells to assess the temporal distribution of pumpage. A root-mean-square error analysis was performed during calibration by comparing observation-well and model-computed water levels for 1972. Sensitivity analyses were performed to determine the effects of changes in input parameters on computed heads (water levels). Both models were sensitive to changes in recharge and pumpage but the south model generally was less sensitive than the north model.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nU.S.G.S. Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri924106","usgsCitation":"Mahon, G., and Poynter, D., 1993, Development, calibration, and testing of ground-water flow models for the Mississippi River Valley alluvial aquifer in eastern Arkansas using one-square-mile cells: U.S. Geological Survey Water-Resources Investigations Report 92-4106, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924106.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123658,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4106/report-thumb.jpg"},{"id":57351,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65dd48","contributors":{"authors":[{"text":"Mahon, G.L. 0000-0002-7410-0261","orcid":"https://orcid.org/0000-0002-7410-0261","contributorId":28636,"corporation":false,"usgs":true,"family":"Mahon","given":"G.L.","affiliations":[],"preferred":false,"id":199986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poynter, D.T.","contributorId":57902,"corporation":false,"usgs":true,"family":"Poynter","given":"D.T.","affiliations":[],"preferred":false,"id":199987,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26497,"text":"wri924186 - 1993 - Reconnaissance of quality of water from farmstead wells in Tennessee, 1989-90","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri924186","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4186","title":"Reconnaissance of quality of water from farmstead wells in Tennessee, 1989-90","docAbstract":"Data for fecal bacteria, nitrate, organic compounds, iron, manganese, and pH were collected during 1989-90 as part of a statewide reconnaissance of ground-water quality in 150 domestic farm wells in Tennessee. The biological and chemical data for each well were grouped according to eight of the nine principal aquifers in the State and analyzed for local and regional variation within and among these aquifers. Water samples from 45 percent of the wells statewide tested positive for fecal cot[form or streptococci bacteria. Regionally, samples from 20 percent of the wells in the primarily unconsoli- dated sedimentary aquifers in western Tennessee tested positive for either or both bacteria, compared with samples from 54 percent of the wells in the consolidated bedrock aquifers in the central and eastern parts of the State. Although nitrate nitrogen equaled or exceeded the 10.0 milligrams per liter primary drinking-water standard in only 3 percent of the wells sampled statewide, samples from 20 percent of the wells had nitrate nitrogen concentrations that exceeded 3.00 milligrams per liter possibly indicating human influence on ground-water quality. Estimated total concentrations of organic compounds were less than 5 micrograms per liter in samples from 92 percent of the wells statewide. Concentrations of iron and manganese equaled or exceeded their secondary standards of 300 and 50 micrograms per liter in samples from 35 and 25 percent of the wells, respectively, with the largest concentrations identified in samples from the alluvial and Pennsylvanian sandstone aquifers. Samples from 25 percent of the wells, had a pH below the lower secondary standard of 6.5 units, with most of these samples from the unconsolidated sedimentary aquifers in western Tennessee.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri924186","usgsCitation":"Carmichael, J.K., and Bennett, M.W., 1993, Reconnaissance of quality of water from farmstead wells in Tennessee, 1989-90: U.S. Geological Survey Water-Resources Investigations Report 92-4186, iv, 43 p. :ill., maps ;28 cm. [PGS - 44 p.], https://doi.org/10.3133/wri924186.","productDescription":"iv, 43 p. :ill., maps ;28 cm. [PGS - 44 p.]","costCenters":[],"links":[{"id":158125,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4186/report-thumb.jpg"},{"id":55320,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4186/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4924","contributors":{"authors":[{"text":"Carmichael, J. K.","contributorId":90276,"corporation":false,"usgs":true,"family":"Carmichael","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":196497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bennett, M. W.","contributorId":53358,"corporation":false,"usgs":true,"family":"Bennett","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196496,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":55057,"text":"wdrVA912 - 1993 - Water resources data, Virginia, water year 1991. Volume 2: Ground-water level and ground-water quality records","interactions":[],"lastModifiedDate":"2020-11-25T17:30:47.50505","indexId":"wdrVA912","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"VA-91-2","title":"Water resources data, Virginia, water year 1991. Volume 2: Ground-water level and ground-water quality records","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrVA912","usgsCitation":"Prugh, B., and Powell, E., 1993, Water resources data, Virginia, water year 1991. Volume 2: Ground-water level and ground-water quality records: U.S. Geological Survey Water Data Report VA-91-2, x, 399 p., https://doi.org/10.3133/wdrVA912.","productDescription":"x, 399 p.","costCenters":[],"links":[{"id":181038,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1991/va-91-2/report-thumb.jpg"},{"id":380795,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1991/va-91-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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C.","contributorId":81116,"corporation":false,"usgs":true,"family":"Gandara","given":"S. C.","affiliations":[],"preferred":false,"id":252321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buckner, H.D.","contributorId":49783,"corporation":false,"usgs":true,"family":"Buckner","given":"H.D.","email":"","affiliations":[],"preferred":false,"id":252320,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jones, R. E.","contributorId":92997,"corporation":false,"usgs":true,"family":"Jones","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":252322,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":54994,"text":"wdrTN921 - 1993 - Water resources data, Tennessee, water year 1992","interactions":[],"lastModifiedDate":"2024-08-07T19:16:22.746643","indexId":"wdrTN921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"TN-92-1","title":"Water resources data, Tennessee, water year 1992","docAbstract":"<p>Water resources data for the 1992 water year for Tennessee consists of records of stage, discharge, and water quality of streams and springs; stage, contents, and water quality of lakes and reservoirs; water levels and water quality of wells; and quantity and quality of precipitation. This report contains discharge records for 76 gaging stations; elevation and contents for 27 lakes and reservoirs; water quality for 17 stations and 10 wells; water levels for 22 observation wells; and 1 precipitation station. Also included are 90 crest-stage partial-record stations. Additional water data were collected at various stream sites not involved in the systematic data collection program and are published as miscellaneous measurements and analyses. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Tennessee.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrTN921","collaboration":"Prepared in cooperation with the State of Tennessee  and with other agencies","usgsCitation":"Flohr, D., Edwards, F., Lewis, J., and Orr, R., 1993, Water resources data, Tennessee, water year 1992: U.S. Geological Survey Water Data Report TN-92-1, xi, 336 p., https://doi.org/10.3133/wdrTN921.","productDescription":"xi, 336 p.","costCenters":[],"links":[{"id":432375,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1992/tn-92-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":185178,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1992/tn-92-1/report-thumb.jpg"}],"country":"United 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,{"id":54636,"text":"wdrLA921 - 1993 - Water resources data, Louisiana, water year 1992","interactions":[],"lastModifiedDate":"2025-07-21T15:20:39.44291","indexId":"wdrLA921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"LA-92-1","title":"Water resources data, Louisiana, water year 1992","docAbstract":"<p>Water resources data for the 1992 water year for Louisiana consists of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs: and water levels and water quality of ground water. This report contains records for water discharge at 60 gaging stations; stage only for 12 gaging stations and 6 lakes; water quality for 56 surface-water stations (including 12 gaging stations) and 121 wells; and water levels for 218 observation wells. Also included are data for 111 crest-stage and flood-profile partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Louisiana.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrLA921","collaboration":"Prepared in cooperation with the Louisiana Department of Transportation and Development and with other State and Federal agencies","usgsCitation":"Arcement, G., Dantin, L., Garrison, C., and Lovelace, W., 1993, Water resources data, Louisiana, water year 1992: U.S. Geological Survey Water Data Report LA-92-1, xviii, 439 p., https://doi.org/10.3133/wdrLA921.","productDescription":"xviii, 439 p.","costCenters":[],"links":[{"id":492632,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1992/la-92-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":177963,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1992/la-92-1/report-thumb.jpg"}],"country":"United 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,{"id":54856,"text":"wdrNY923 - 1993 - Water resources data, New York, water year 1992; Volume 3. Western New York","interactions":[],"lastModifiedDate":"2020-11-20T19:55:19.082277","indexId":"wdrNY923","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"NY-92-3","title":"Water resources data, New York, water year 1992; Volume 3. Western New York","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNY923","usgsCitation":"Hornlein, J., Szabo, C., Zajd, H., and Deloff, D., 1993, Water resources data, New York, water year 1992; Volume 3. 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