{"pageNumber":"4236","pageRowStart":"105875","pageSize":"25","recordCount":165963,"records":[{"id":28759,"text":"wri884080 - 1988 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 13","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri884080","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4080","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 13","docAbstract":"The geohydrology and susceptibility to surface contamination of the major aquifers in Area 13--Baldwin and Mobile Counties Alabama--are described. Within this area are two major aquifers. The Pliocene-Miocene aquifer occurs throughout the study area. The Alluvial-Coastal aquifer is found near the major rivers and coastal areas and overlies the Pliocene-Miocene aquifer. There is no continuous confining unit between these two aquifers, thus , they are hydraulically connected and act as a single hydrologic unit. The entire study area is susceptible to surface contamination. The sediments are highly permeable, which allows rapid infiltration of water. Areas around some of the large pumping centers are highly susceptible to contamination, not only because of permeable sediments and flat terrain, but also because of depressions created in the potentiometric surface by large withdrawals of water from the aquifers. These depressions act as funnels to direct groundwater flow toward pumping centers; this increases the possibility of a contaminant migrating into the groundwater system. Other areas of high susceptibility are regions characterized by flat terrain and highly permeable soils, which increase the rate of infiltration from the surface. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884080","usgsCitation":"Mooty, W., 1988, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 13: U.S. Geological Survey Water-Resources Investigations Report 88-4080, iv, 29 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wri884080.","productDescription":"iv, 29 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":124239,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4080/report-thumb.jpg"},{"id":57627,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4080/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57628,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4080/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8bf2","contributors":{"authors":[{"text":"Mooty, W. S.","contributorId":55837,"corporation":false,"usgs":true,"family":"Mooty","given":"W. S.","affiliations":[],"preferred":false,"id":200351,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29115,"text":"wri874022 - 1988 - Streamflow characteristics of the Green, Bear, and Snake River basins, Wyoming, through 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri874022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4022","title":"Streamflow characteristics of the Green, Bear, and Snake River basins, Wyoming, through 1984","docAbstract":"A summary of streamflow characteristics as of 1984 is presented for the Green, Bear, and Snake River Basins in Wyoming and adjacent areas, based on data from 101 streamflow-gaging stations. Streamflow characteristics include mean monthly and mean annual streamflow, duration of daily mean flow, and magnitude and probability of instantaneous peak flow, annual high flow, and annual low flow. Recurrence intervals of 2, 5, 10 , 25, 50 and 100 yr are utilized for the peak-flow, high-flow and low-flow characteristics. Low-flow and high-flow characteristics are also listed for standard periods of consecutive days. A station description, tables of streamflow characteristics, and graphs of mean monthly streamflow and duration of daily mean streamflow are presented for each station. Streamflow characteristics before and after dam construction are presented for five stations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874022","usgsCitation":"Peterson, D.A., 1988, Streamflow characteristics of the Green, Bear, and Snake River basins, Wyoming, through 1984: U.S. Geological Survey Water-Resources Investigations Report 87-4022, iii, 223 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874022.","productDescription":"iii, 223 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4022/report-thumb.jpg"},{"id":57984,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e31","contributors":{"authors":[{"text":"Peterson, D. A.","contributorId":6453,"corporation":false,"usgs":true,"family":"Peterson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30613,"text":"wri874066 - 1988 - Simulated effects of ground-water management alternatives for the Salinas Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri874066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4066","title":"Simulated effects of ground-water management alternatives for the Salinas Valley, California","docAbstract":"A two-dimensional digital groundwater flow model was developed to analyze the geohydrology of the groundwater basin in the Salinas Valley. The model was calibrated for steady-state and transient simulations by comparing simulated with measured or estimated inflows, outflows, and water levels for 1970-81. Preliminary estimates of hydraulic properties and some inflows and outflows were adjusted during model calibration. The simulated mean annual water budget for the basin was 559,500 acre-ft/yr each of outflow and inflow. Inflow components consisted of Salinas River recharge (38.3%), percolation of irrigation water (34.0%), small stream and Arroyo Seco recharge (20.9%), seawater intrusion (3.4%), and other sources (3.4%). Outflow components consisted of agricultural pumpage (91.5%), municipal pumpage (4.0%), and riparian phreatophyte evapotranspiration (4.5%). For the steady-state calibration, 70% of the simulated water levels were within 9 ft of measured water levels for 1970-81. A sensitivity analysis determined the overall stability of the model results. The model input variable that probably contributes most to the uncertainty of the results is the quantity of groundwater recharge contributed by irrigation-return flow to the unconfined aquifer. A 15% change in the estimate of this variable causes an 11% change in the simulated river-seepage rate and a 6% change in the simulated seawater intrusion rate. The calibrated model was used to investigate several water resources management alternatives. Projected pumpage increase at a rate of 1%/yr for 20 yr caused declines in mean annual water levels of 10 to 20 ft in some areas and an increase in seawater intrusion from 18,900 to 23 ,600 acre-ft/yr. Pumpage decreases in the coastal area decreased seawater intrusion more effectively than pumpage decreases farther inland. When pumpage was decreased uniformly throughout the valley, the decrease in seawater intrusion was only one-fourteenth the decrease in pumpage. Simulations indicated that replacement of groundwater pumpage with imported surface water in a 9,000 acre service area near the coast would result in a decrease in seawater intrusion equaling nearly one-half the quantity of imported water. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874066","usgsCitation":"Yates, E., 1988, Simulated effects of ground-water management alternatives for the Salinas Valley, California: U.S. Geological Survey Water-Resources Investigations Report 87-4066, vii, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874066.","productDescription":"vii, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160150,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4066/report-thumb.jpg"},{"id":59380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4066/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f54","contributors":{"authors":[{"text":"Yates, E.B.","contributorId":77973,"corporation":false,"usgs":true,"family":"Yates","given":"E.B.","email":"","affiliations":[],"preferred":false,"id":203542,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29796,"text":"wri874285 - 1988 - Ground-water flow and saltwater encroachment in the Upper Floridan aquifer, Beaufort and Jasper Counties, South Carolina","interactions":[],"lastModifiedDate":"2017-01-25T08:31:44","indexId":"wri874285","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4285","title":"Ground-water flow and saltwater encroachment in the Upper Floridan aquifer, Beaufort and Jasper Counties, South Carolina","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874285","usgsCitation":"Smith, B.S., 1988, Ground-water flow and saltwater encroachment in the Upper Floridan aquifer, Beaufort and Jasper Counties, South Carolina: U.S. Geological Survey Water-Resources 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,{"id":29710,"text":"wri884043 - 1988 - Water use in Kentucky, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri884043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4043","title":"Water use in Kentucky, 1985","docAbstract":"Water use information for 1985 was collected and reported by county for eight major categories of use. Seven of the categories were offstream uses, which included (1) public supply , (2) commercial, (3) domestic, (4) industrial, (5) mining, (6) thermoelectric, and (7) agricultural uses. The agricultural uses category was separated into irrigation and livestock water use. Instream water-use data also were collected for hydroelectric power generation. Water use in Kentucky was estimated to average 4,200 million gallons per day (M gal/d) during 1985 for all offstream uses. About 95% of this amount was from surface water sources, and about 5% was from groundwater sources. Per capita use for all offstream uses was about 1,100 gal/day. About 260 M gal/d was consumed (not returned to the surface--or groundwater system). Instream water use for hydroelectric power generation was estimated to be 91,000 M gal/d. Almost 97% of the offstream water withdrawals in 1985 were withdrawn for thermoelectric, public supply, and industrial use. Cooling water used in the production of thermoelectric power accounted for about 81% of the total offstream water use in 1985. Water withdrawn for public supplies was the second largest offstream use at about 10 % of the total, and industrial water use was almost 6%. Thermoelectric, domestic, and livestock uses accounted for almost 90% of the consumptive use in 1985. Consumptive use in the thermoelectric category was almost one-half of the total amount consumed in the State for all uses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884043","usgsCitation":"Sholar, C., and Lee, V., 1988, Water use in Kentucky, 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4043, viii, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884043.","productDescription":"viii, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122678,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4043/report-thumb.jpg"},{"id":58528,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0028","contributors":{"authors":[{"text":"Sholar, C.J.","contributorId":44186,"corporation":false,"usgs":true,"family":"Sholar","given":"C.J.","affiliations":[],"preferred":false,"id":201988,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lee, V.D.","contributorId":69197,"corporation":false,"usgs":true,"family":"Lee","given":"V.D.","email":"","affiliations":[],"preferred":false,"id":201989,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29694,"text":"wri854333 - 1988 - Cost-effectiveness of the US Geological Survey's stream-gaging program in Connecticut","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri854333","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"85-4333","title":"Cost-effectiveness of the US Geological Survey's stream-gaging program in Connecticut","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;\r\nWestern Distribution Branch,","doi":"10.3133/wri854333","usgsCitation":"Shepard, T., and Weiss, L., 1988, Cost-effectiveness of the US Geological Survey's stream-gaging program in Connecticut: U.S. Geological Survey Water-Resources Investigations Report 85-4333, v, 63 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854333.","productDescription":"v, 63 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122225,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4333/report-thumb.jpg"},{"id":58517,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4333/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683ee6","contributors":{"authors":[{"text":"Shepard, T.B.","contributorId":23534,"corporation":false,"usgs":true,"family":"Shepard","given":"T.B.","email":"","affiliations":[],"preferred":false,"id":201962,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weiss, L.A.","contributorId":95098,"corporation":false,"usgs":true,"family":"Weiss","given":"L.A.","affiliations":[],"preferred":false,"id":201963,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30524,"text":"wri864350 - 1988 - Soil-water hydrology and geochemistry of a coal spoil at a reclaimed surface mine in Routt County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri864350","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4350","title":"Soil-water hydrology and geochemistry of a coal spoil at a reclaimed surface mine in Routt County, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864350","usgsCitation":"Williams, R., and Hammond, S., 1988, Soil-water hydrology and geochemistry of a coal spoil at a reclaimed surface mine in Routt County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 86-4350, vi, 100 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864350.","productDescription":"vi, 100 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4350/report-thumb.jpg"},{"id":59304,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4350/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5edb3e","contributors":{"authors":[{"text":"Williams, R.S. Jr.","contributorId":46102,"corporation":false,"usgs":true,"family":"Williams","given":"R.S.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":203399,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hammond, S.E.","contributorId":17607,"corporation":false,"usgs":true,"family":"Hammond","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":203398,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29801,"text":"wri874286 - 1988 - Assessment of water quality in non-coal mining areas of Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:09:07","indexId":"wri874286","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4286","title":"Assessment of water quality in non-coal mining areas of Missouri","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874286","usgsCitation":"Smith, B.J., 1988, Assessment of water quality in non-coal mining areas of Missouri: U.S. Geological Survey Water-Resources Investigations Report 87-4286, vi, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874286.","productDescription":"vi, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119194,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4286/report-thumb.jpg"},{"id":58602,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4286/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab2e4b07f02db66ed6e","contributors":{"authors":[{"text":"Smith, B. J.","contributorId":101274,"corporation":false,"usgs":true,"family":"Smith","given":"B.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202148,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29075,"text":"wri874065 - 1988 - Water resources of Oley Township, Berks County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-20T09:53:54","indexId":"wri874065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4065","title":"Water resources of Oley Township, Berks County, Pennsylvania","docAbstract":"Oley Township covers an area of 24 square miles, about half of which is underlain by highly permeable carbonate rocks. Nondomestic wells in these rocks typically have yields of 200 gallons per minute, and some wells yield more than 1,000 gallons per minute. Ground-water yield for Oley Township is about 0.5 million gallons per day per square mile. Thus, about 12 million gallons per day could be pumped from wells on a sustained basis. However, pumping this amount would adversely affect streamflow. A series of discharge measurements on Manatawny Creek in January 1983 showed that the creek was gaining approximately 12 cubic feet per second where it crosses the more- permeable carbonate rocks. Thus, the streams are directly connected to these aquifers.\r\n\r\n      The northern and western parts of the township are mostly underlain by shale, quartzite, granite, gneiss, and carbonate rocks of low permeability, and some wells do not yield enough water for domestic supplies. A water-table map shows that two active quarries in low-permeability rocks have had little effect on the hydrologic system.\r\n\r\n      Specific yields are about 4.5 percent for the carbonate rocks; 5 percent for quartzite, granite, and gneiss; 1 percent for the noncarbonate sedimentary rocks; and 1.5 percent for the Jacksonburg Limestone, which consists of argillaceous limestone.\r\n\r\n      In 1982--a year of average precipitation--the ground-water contribution to total streamflow ranged from 56 to 88 percent. Basins with the highest percentage of carbonate rock contribute the largest amount of ground water to streamflow. Evapotranspiration averaged about 26 inches in 1982. Water loss was 32 inches in the Limekiln Creek basin; this suggests that about 6 inches of precipitation bypassed the Limekiln Creek gaging station as ground-water underflow.\r\n\r\n      The most serious water-quality problems are excessive nitrate concentrations and bacterial contamination. Water from 3 of 19 wells in carbonate rocks had nitrate concentrations in excess of the U.S. Environmental Protection Agency maximum contaminant level of 10 milligrams per liter. Water from 5 of the 19 wells had fecal streptococci counts of more than 20 colonies per 100 milliliters. Although most agencies concerned with the protection of public health have not set limits for fecal streptococci, they are pathogenic, and their presence in drinking water is undesirable.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874065","usgsCitation":"Paulachok, G., and Wood, C.R., 1988, Water resources of Oley Township, Berks County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 87-4065, vi, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874065.","productDescription":"vi, 59 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":125141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4065/report-thumb.jpg"},{"id":57933,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4065/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57934,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4065/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57935,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0320","contributors":{"authors":[{"text":"Paulachok, G. N.","contributorId":15205,"corporation":false,"usgs":true,"family":"Paulachok","given":"G. N.","affiliations":[],"preferred":false,"id":200912,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wood, C. R.","contributorId":100386,"corporation":false,"usgs":true,"family":"Wood","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200913,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29623,"text":"wri884167 - 1988 - Land-subsidence measurements and aquifer-compaction monitoring in Tucson Basin and Avra Valley, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri884167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4167","title":"Land-subsidence measurements and aquifer-compaction monitoring in Tucson Basin and Avra Valley, Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884167","usgsCitation":"Schumann, H.H., and Anderson, S.R., 1988, Land-subsidence measurements and aquifer-compaction monitoring in Tucson Basin and Avra Valley, Arizona: U.S. Geological Survey Water-Resources Investigations Report 88-4167, iv, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884167.","productDescription":"iv, 15 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119537,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4167/report-thumb.jpg"},{"id":58445,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4167/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf68","contributors":{"authors":[{"text":"Schumann, H. H.","contributorId":94321,"corporation":false,"usgs":true,"family":"Schumann","given":"H.","middleInitial":"H.","affiliations":[],"preferred":false,"id":201833,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, S. R.","contributorId":93518,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201832,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28944,"text":"wri884041 - 1988 - Estimating flood hydrographs and volumes for Alabama streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri884041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4041","title":"Estimating flood hydrographs and volumes for Alabama streams","docAbstract":"The hydraulic design of highway drainage structures involves an evaluation of the effect of the proposed highway structures on lives, property, and stream stability. Flood hydrographs and associated flood volumes are useful tools in evaluating these effects. For design purposes, the Alabama Highway Department needs information on flood hydrographs and volumes associated with flood peaks of specific recurrence intervals (design floods) at proposed or existing bridge crossings. This report will provide the engineer with a method to estimate flood hydrographs, volumes, and lagtimes for rural and urban streams in Alabama with drainage areas less than 500 sq mi. Existing computer programs and methods to estimate flood hydrographs and volumes for ungaged streams have been developed in Georgia. These computer programs and methods were applied to streams in Alabama. The report gives detailed instructions on how to estimate flood hydrographs for ungaged rural or urban streams in Alabama with drainage areas less than 500 sq mi, without significant in-channel storage or regulations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884041","usgsCitation":"Olin, D., and Atkins, J., 1988, Estimating flood hydrographs and volumes for Alabama streams: U.S. Geological Survey Water-Resources Investigations Report 88-4041, v, 25 p. :ill., map ;28 cm., https://doi.org/10.3133/wri884041.","productDescription":"v, 25 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":120141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4041/report-thumb.jpg"},{"id":57820,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc98d","contributors":{"authors":[{"text":"Olin, D.A.","contributorId":106905,"corporation":false,"usgs":true,"family":"Olin","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":200658,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Atkins, J.B.","contributorId":63842,"corporation":false,"usgs":true,"family":"Atkins","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":200657,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28645,"text":"wri894034 - 1988 - Ethylene dibromide (EDB) trends in the upper Floridan Aquifer, Seminole County, Georgia, October 1981 to November 1987","interactions":[],"lastModifiedDate":"2017-01-25T09:43:48","indexId":"wri894034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"89-4034","title":"Ethylene dibromide (EDB) trends in the upper Floridan Aquifer, Seminole County, Georgia, October 1981 to November 1987","docAbstract":"Results of an investigation to assess the persistence and trends of ethylene dibromide (EDB) in the Upper Floridan aquifer, in Georgia indicate that in November 1987, EDB was present in the groundwater 4 years after it was last applied as a soil fumigant in the intensively farmed area of central Seminole County. At that time, EDB was detected in water samples from one domestic well and four irrigation wells. Concentrations ranged from less than 0.01 micrograms/L to 3.3 micrograms/L. The investigation in November 1987 revealed the groundwater contamination was limited to the 4-sq-mi area in the vicinity of Buck Hole, a sinkhole in a swampy depression in the central part of the County. In three of the five wells in which EDB was detected, concentrations have not changed significantly since August 1983. However, in one irrigation well near Buck Hole, the concentration decreased from 110 to 0.7 microgram/L since October 1981. In another irrigation well near Buck Hole, the concentration decreased from 26 to about 2.5 microgram/L during that period. The groundwater level data indicate that from Buck Hole, the hydraulic gradient in the Upper Floridan aquifer is about 2.8 ft/mi toward the east. However, the movement of EDB from the area of relatively high concentration near Buck Hole in the direction of inferred flow lines is not apparent. Although concentration gradients were not detected along flow lines, the movement of water induced by pumping wells W4 and W5 produced short-term decreasing and increasing trends in EDB Concentrations in wells W4 and W5, respectively. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies can be purchased from U.S. Geological Survey Books and Open-File Reports,","doi":"10.3133/wri894034","usgsCitation":"McConnell, J.B., 1988, Ethylene dibromide (EDB) trends in the upper Floridan Aquifer, Seminole County, Georgia, October 1981 to November 1987: U.S. Geological Survey Water-Resources Investigations Report 89-4034, vi, 11 p. :ill. ;28 cm., https://doi.org/10.3133/wri894034.","productDescription":"vi, 11 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158289,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4034/report-thumb.jpg"},{"id":57486,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","county":"Seminole County","otherGeospatial":"Upper Floridan Aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85.078125,\n              31.42866311735861\n            ],\n            [\n              -85.0946044921875,\n              31.37708906055048\n            ],\n            [\n              -85.0946044921875,\n              31.339562861785012\n            ],\n            [\n              -85.10009765625,\n              31.292634058899516\n            ],\n            [\n              -85.133056640625,\n              31.292634058899516\n            ],\n            [\n              -85.1055908203125,\n              31.236288641793006\n            ],\n            [\n              -85.111083984375,\n              31.18460913574325\n            ],\n            [\n              -85.0726318359375,\n              31.147006308556566\n            ],\n            [\n              -85.02319335937499,\n              31.09998179374943\n            ],\n            [\n              -85.01220703125,\n              31.04822792454978\n            ],\n            [\n              -85.0177001953125,\n              31.01057105944174\n            ],\n            [\n              -84.990234375,\n              30.95876857077987\n            ],\n            [\n              -84.96826171874999,\n              30.91636380602182\n            ],\n            [\n              -84.9517822265625,\n              30.869225348040825\n            ],\n            [\n              -84.9407958984375,\n              30.80791068136646\n            ],\n            [\n              -84.92431640625,\n              30.760718908944472\n            ],\n            [\n              -84.891357421875,\n              30.727670895047673\n            ],\n            [\n              -84.8583984375,\n              30.704058230919504\n            ],\n            [\n              -84.6881103515625,\n              30.774878871959746\n            ],\n            [\n              -84.5892333984375,\n              30.93050081760779\n            ],\n            [\n              -84.5123291015625,\n              31.16110911780645\n            ],\n            [\n              -84.473876953125,\n              31.363018491291182\n            ],\n            [\n              -84.473876953125,\n              31.44741029142872\n            ],\n            [\n              -85.078125,\n              31.42866311735861\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62bf39","contributors":{"authors":[{"text":"McConnell, J. B.","contributorId":25577,"corporation":false,"usgs":true,"family":"McConnell","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200165,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28631,"text":"wri874056 - 1988 - Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874056","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4056","title":"Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico","docAbstract":"Declining groundwater levels resulting from groundwater withdrawals in the Santa Fe, New Mexico, area have caused concern about the future availability of water in the Tesuque aquifer system. This report describes the geohydrology of the Tesuque aquifer system in the Santa Fe area and presents a three-dimensional regional groundwater flow model which assesses the effects of existing and possible future groundwater withdrawals on the regional aquifer system. The model was calibrated using simulations of the predevelopment steady-state condition and the 1947-82 historical period. The response of the aquifer to two scenarios of future groundwater withdrawals from 1983 to 2020 was simulated. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874056","usgsCitation":"McAda, D.P., and Wasiolek, M., 1988, Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4056, vii, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874056.","productDescription":"vii, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158829,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4056/report-thumb.jpg"},{"id":57471,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f2049","contributors":{"authors":[{"text":"McAda, D. P.","contributorId":93066,"corporation":false,"usgs":true,"family":"McAda","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200144,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wasiolek, Maryann","contributorId":57901,"corporation":false,"usgs":true,"family":"Wasiolek","given":"Maryann","email":"","affiliations":[],"preferred":false,"id":200143,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29421,"text":"wri874261 - 1988 - Red River Waterway Project; summary of ground-water studies by the U.S. Geological Survey, 1962-85","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri874261","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4261","title":"Red River Waterway Project; summary of ground-water studies by the U.S. Geological Survey, 1962-85","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874261","usgsCitation":"Rogers, J., 1988, Red River Waterway Project; summary of ground-water studies by the U.S. Geological Survey, 1962-85: U.S. Geological Survey Water-Resources Investigations Report 87-4261, iv, 19 p. :map ;28 cm., https://doi.org/10.3133/wri874261.","productDescription":"iv, 19 p. :map ;28 cm.","costCenters":[],"links":[{"id":159704,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4261/report-thumb.jpg"},{"id":58267,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4261/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca07","contributors":{"authors":[{"text":"Rogers, J.E.","contributorId":61401,"corporation":false,"usgs":true,"family":"Rogers","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":201502,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30216,"text":"wri884159 - 1988 - Water use for aquaculture in Minnesota, 1984","interactions":[],"lastModifiedDate":"2018-04-02T11:48:53","indexId":"wri884159","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4159","title":"Water use for aquaculture in Minnesota, 1984","docAbstract":"<p>Aquaculture supports a large sportfishing industry in Minnesota. Licensed fish farms that hatch and (or) harvest minnows or gamefish are located throughout the State. The volume of water used in these operations can be expressed as the minimum capacity per pound of fish, total water consumed, total water dedicated to the farming operation, or total water withdrawn.</p>\n<p>In expressing water dedicated to the farming operation, the total surface area of water bodies dedicated to aquaculture in Minnesota in 1984 was about 141,500 acres, based on interpretation of data reported in license applications. Water withdrawals to fish holding tanks amounted to 0.73 million gallons per day in 1984.</p>\n<p>Water-use calculations address the possibility of errors in reporting. About 15 percent of the licensees use municipally supplied water for their holding tanks. One thermoelectric powerplant recently began reusing the heated water from its cooling towers to raise catfish.</p>\n<p>Little change in the number of licensees since 1980 -indicates that aquaculture is a viable segment of the Minnesota economy. Trout farming has grown from 10 farms in 1978, to 23 in 1984; most use dug ponds sustained by ground-water inflow. Withdrawals for aquaculture are nonconsumptive and are small compared to other water-use categories in Minnesota.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri884159","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources","usgsCitation":"Trotta, L.C., 1988, Water use for aquaculture in Minnesota, 1984: U.S. Geological Survey Water-Resources Investigations Report 88-4159, iv, 6 p., https://doi.org/10.3133/wri884159.","productDescription":"iv, 6 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":59002,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4159/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119398,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4159/report-thumb.jpg"}],"country":"United 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,{"id":29755,"text":"wri874256 - 1988 - Sedimentation in Lake Tuscaloosa, Alabama, 1982-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri874256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4256","title":"Sedimentation in Lake Tuscaloosa, Alabama, 1982-86","docAbstract":"Lake Tuscaloosa, created in 1969 by the impoundment of North River, provides the primary water supply for Tuscaloosa, Alabama , and surrounding areas. This report describes the rate of sedimentation in the lake from its principal tributaries. The rate of sediment deposition in the lake is low. The maximum sediment deposition from 1982 to 1986 at 17 lake cross sections was about 3.5 feet (or 0.9 foot per year) at a cross section that received drainage from Brush Creek basin. Brush Creek is an unmined basin with steep overland and channel slopes. At 15 of the 17 cross sections, the maximum sediment deposition was less than 2 feet (or 0.5 foot per year). Scour and fill processes (redistribution of the sediment) appear to be taking place at many of the cross sections. (Author 's abstract)","language":"ENGLISH","doi":"10.3133/wri874256","usgsCitation":"Slack, L.J., and Pritchett, J., 1988, Sedimentation in Lake Tuscaloosa, Alabama, 1982-86: U.S. Geological Survey Water-Resources Investigations Report 87-4256, v, 24 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874256.","productDescription":"v, 24 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159315,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4256/report-thumb.jpg"},{"id":58550,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4256/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f1df6","contributors":{"authors":[{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202063,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pritchett, J.L.","contributorId":65510,"corporation":false,"usgs":true,"family":"Pritchett","given":"J.L.","affiliations":[],"preferred":false,"id":202064,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29948,"text":"wri884011 - 1988 - Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri884011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4011","title":"Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87","docAbstract":"Reconnaissance of wildlife areas in the middle Green River basin of Utah was conducted during 1986 and 1987 to determine whether irrigation drainage has caused, or has the potential to cause significant harmful effects on human health, fish, and wildlife, or may adversely affect the suitability of water for beneficial uses. Studies at Stewart Lake Waterfowl Management Area and Ouray National Wildlife Refuge indicated that concentrations of boron, selenium, and zinc in water, bottom sediment, and biological tissue were sufficiently large to be harmful to fish and wildlife, and to adversely affect beneficial uses of water. Selenium is the principal element of concern in both areas. Concentrations of dissolved selenium in irrigation drain water entering Stewart Lake Waterfowl Management Area ranged from 14-140 micrograms/L (ug/L) and consistently exceeded Utah standards for wildlife protection in water in two of the four drains. Concentrations of boron and zinc exceeded Utah standards only occasionally in the drain waters. Concentrations of total selenium in sediments collected where the drains discharge into the lake were 10-85 ug/gm. Liver tissue collected from American coots at Stewart Lake Waterfowl Management Area contained concentrations of selenium from 4.9-26 ug/gm (dry weight), and whole body samples of carp contained as much as 31 ug/gm (dry weight). Concentrations of selenium in Potamogeton and blue-green algae ranged from 2.1-27 ug/gm. Concentrations of boron, selenium, and zinc were also measured in water from Ouray National Wildlife Refuge. Liver tissue of American coots from the North Roadside Pond, which receives irrigation tailwater, contained a geometric-mean concentration of selenium of 32 ug/gm (dry weight). Five water-bird eggs collected from the North and South Roadside Ponds contained selenium concentrations of 63-120 ug/gm (dry weight). (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884011","usgsCitation":"Stephens, D.W., Waddell, B., and Miller, J.B., 1988, Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the middle Green River basin, Utah, 1986-87: U.S. Geological Survey Water-Resources Investigations Report 88-4011, vii, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884011.","productDescription":"vii, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4011/report-thumb.jpg"},{"id":58769,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63eaa6","contributors":{"authors":[{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202410,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, Bruce","contributorId":55033,"corporation":false,"usgs":false,"family":"Waddell","given":"Bruce","email":"","affiliations":[{"id":6661,"text":"US Fish and Wildlife Service","active":true,"usgs":false}],"preferred":false,"id":202409,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, J. B.","contributorId":70423,"corporation":false,"usgs":true,"family":"Miller","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":202411,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29807,"text":"wri884135 - 1988 - Geohydrology of the Bethpage-Hicksville-Levittown area, Long Island, New York","interactions":[],"lastModifiedDate":"2024-01-11T00:30:29.015914","indexId":"wri884135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4135","title":"Geohydrology of the Bethpage-Hicksville-Levittown area, Long Island, New York","docAbstract":"<p>A study of ground-water levels and flow in east-central Nassau County, N.Y. , began in October 1985. The 11.4 sqare-mile area encompasses parts of Bethpage, Hicksville, Levittown, Plainview, Plainedge, and Farmingdale. </p><p>Approximately 1,200 ft of unconsolidated Cretaceous deposits and 50 to 100 ft of Pleistocene deposits overlie bedrock throughout the area. The unconsolidated deposits consist mostly of sand, gravel, silt, and clay and have good water-transmitting properties except where clay forms continuous layers that can impede groundwater flow. </p><p>The area is mostly residential and industrial. Pumpage for public supply exceeds 10 million gallons per day, most of which eventually discharges from the ground-water system to tidewater as sewage outflow. Industrial pumpage during summer exceeds 10 million gallons per day, but most of the water is returned to the system through recharge basins. Ground-water levels in this area fluctuate seasonally in response to natural recharge, pumping, and use of recharge basins.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884135","usgsCitation":"Smolensky, D., and Feldman, S.M., 1988, Geohydrology of the Bethpage-Hicksville-Levittown area, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 88-4135, Report: v, 25 p.; 1 Plate: 23.01 x 18.59 inches, https://doi.org/10.3133/wri884135.","productDescription":"Report: v, 25 p.; 1 Plate: 23.01 x 18.59 inches","costCenters":[],"links":[{"id":424301,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47045.htm","linkFileType":{"id":5,"text":"html"}},{"id":124250,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4135/report-thumb.jpg"},{"id":58607,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4135/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58608,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4135/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Nassau County","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -73.57640736786416,\n              40.80380432968778\n            ],\n            [\n              -73.57640736786416,\n              40.68180294858652\n            ],\n            [\n              -73.3909575224667,\n              40.68180294858652\n            ],\n            [\n              -73.3909575224667,\n              40.80380432968778\n            ],\n            [\n              -73.57640736786416,\n              40.80380432968778\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89c9","contributors":{"authors":[{"text":"Smolensky, D. A.","contributorId":46094,"corporation":false,"usgs":true,"family":"Smolensky","given":"D. A.","affiliations":[],"preferred":false,"id":202160,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Feldman, S. M.","contributorId":91896,"corporation":false,"usgs":true,"family":"Feldman","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":202161,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28799,"text":"wri874174 - 1988 - Dye tracing techniques used to determine ground-water flow in a carbonate aquifer system near Elizabethtown, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874174","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4174","title":"Dye tracing techniques used to determine ground-water flow in a carbonate aquifer system near Elizabethtown, Kentucky","docAbstract":"Because of the vulnerability of karst aquifers to contamination and the need for water managers to know recharge areas and groundwater flow characteristics for springs and wells used for public water supply, qualitative and quantitative dye tracing techniques were used during a groundwater investigation in the Elizabethtown area, Hardin County, in north-central Kentucky. The principal aquifer in the Elizabethtown area is thick, nearly horizontal beds of limestone, and thin beds of shale of Mississippi age. As much as 65% of all water pumped for the city water supply is obtained from two springs and two wells that obtain water from these rocks. Sinkholes were classified according to their ability to funnel runoff directly into the groundwater flow system, based primarily on the nature of the swallet draining the sinkhole. The presence of bedrock in the sinkhole nearly always ensured a well defined swallet leading to the subsurface. Qualitative and quantitative dye tracing techniques and equipment are discussed in detail. Qualitative dye tracing with fluorescein dye and passive dye detectors, consisting of activated coconut charcoal identified point to point connection between representative sinkholes, sinking streams, and karst windows and the city springs and wells. Qualitative tracing confirmed the presence of infiltrated surface water from a perennial stream, Valley Creek, in water from city wells and generally confirmed the direction of groundwater flow as shown by a water level contour map. Quantitative dye tracing with rhodamin WT, automatic samplers, discharge measurements, and fluorometric analyses were used to determine flow characteristics such as traveltime for arrival of the leading edge, peak concentration, trailing edge, and persistence of the dye cloud at the spring resurgence. Analyses of the dye recovery curves for quantitative dye traces completed between the same sinkholes and a city spring, and during different flow conditions showed that the arrival time of the leading edge of the dye cloud ranged from 5 to 24 hours and that the traveltime of the centroid of the dye cloud ranged from 6 to 31 hours when discharge was 4.6 and 0.53 cu ft/second, respectively. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874174","usgsCitation":"Mull, D.S., Smoot, J.L., and Liebermann, T., 1988, Dye tracing techniques used to determine ground-water flow in a carbonate aquifer system near Elizabethtown, Kentucky: U.S. Geological Survey Water-Resources Investigations Report 87-4174, vii, 102 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874174.","productDescription":"vii, 102 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":110247,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46832.htm","linkFileType":{"id":5,"text":"html"},"description":"46832"},{"id":123375,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4174/report-thumb.jpg"},{"id":57666,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4174/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57667,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4174/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a59e4b07f02db62fa03","contributors":{"authors":[{"text":"Mull, D. S.","contributorId":43331,"corporation":false,"usgs":true,"family":"Mull","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200412,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smoot, J. L.","contributorId":59794,"corporation":false,"usgs":true,"family":"Smoot","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200413,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Liebermann, T.D.","contributorId":23569,"corporation":false,"usgs":true,"family":"Liebermann","given":"T.D.","email":"","affiliations":[],"preferred":false,"id":200411,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29990,"text":"wri884025 - 1988 - Distribution of gases in the unsaturated zone at a low-level radioactive-waste disposal site near Sheffield, Illinois","interactions":[],"lastModifiedDate":"2018-01-30T21:06:02","indexId":"wri884025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4025","title":"Distribution of gases in the unsaturated zone at a low-level radioactive-waste disposal site near Sheffield, Illinois","docAbstract":"The unsaturated zone is a medium that provides pneumatic communication for the movement of gases from wastes buried in landfills to the atmosphere, biota, and groundwater. Gases in unsaturated glacial and eolian deposits near a waste-disposal trench at the low-level radioactive-waste disposal site near Sheffield, Bureau County, Illinois, were identified, and the spatial and temporal distributions of the partial pressures of those gases were determined for the period January 1984 through January 1986. Methods for the collection and analyses of the gases are described, as are geologic and hydrologic characteristics of the unsaturated zone that affect gas transport. The identified gases, which are of natural and of waste origin, include nitrogen, oxygen, and argon, carbon dioxide, methane, propane, butane, tritiated water vapor, 14carbon dioxide, and 222 radon. Concentrations of methane and 14carbon dioxide originated at the waste, as shown by partial-pressure gradients of the gases; 14carbon dioxide partial pressures exceeded natural background partial pressures by factors greater than 1 million at some locations. Variations in partial pressures of oxygen and carbon dioxide were seasonal among piezometers because of increased root and soil-microbe respiration during summer. Variations in methane and 14carbon dioxide partial pressures were apparently related to discrete releases from waste sources at unpredictable intervals of time. No greater than background partial pressures for tritiated water vapor or 222 radon were measured. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884025","usgsCitation":"Striegl, R.G., 1988, Distribution of gases in the unsaturated zone at a low-level radioactive-waste disposal site near Sheffield, Illinois: U.S. Geological Survey Water-Resources Investigations Report 88-4025, vii, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884025.","productDescription":"vii, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":58798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":2446,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=88-4025","linkFileType":{"id":5,"text":"html"}},{"id":124097,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4025/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db64111d","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":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true}],"preferred":false,"id":202489,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29899,"text":"wri884060 - 1988 - Surface-water quality of the Cedar River basin, Iowa-Minnesota, with emphasis on the occurrence and transport of herbicides, May 1984 through November 1985","interactions":[],"lastModifiedDate":"2022-09-15T18:46:53.281508","indexId":"wri884060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4060","title":"Surface-water quality of the Cedar River basin, Iowa-Minnesota, with emphasis on the occurrence and transport of herbicides, May 1984 through November 1985","docAbstract":"<p>The surface-water quality in the Cedar River basin was evaluated by analyzing the occurrence, distribution, and transport of common inorganic constituents and selected trace inorganic and organic constituents, with emphasis on herbicides. The surface-water quality of the Cedar River basin was monitored from May 1984 through November 1985. Depth integrated surface-water samples generally were collected monthly at six stations for a considerable range of river discharge. Samples were analyzed for concentrations of common inorganic constituents in the dissolved phase and for concentrations of primary nutrients, trace elements, organic carbon, and herbicides in the dissolved and the dissolved plus suspended phases.</p>\n<p>Water in the Cedar River was determined to be a calcium bicarbonate type; suspended-sediment concentrations ranged from 3 to 676 milligrams per liter. Concentrations of dissolved fluoride, dissolved nitrite plus nitrate, dissolved arsenic, dissolved lead, and dissolved mercury were less than those of the U.S. Environmental Protection Agency's drinking-water standards for public water supplies.</p>\n<p>Generally, herbicides were detected only in the dissolved phase, which indicates that herbicides are not being adsorbed on the suspended sediment. However, the lack of detection of adsorbed herbicides also may indicate a need for re-examination of traditionally acceptable methods of treating water samples at the sampling site, separating sediment and water, and extracting organic compounds from sediment. The largest concentrations of several dissolved herbicides were detected after application on agricultural areas in the spring and early summer in both wet and dry periods. However, dissolved atrazine concentrations also increased in the winter during periods of high streamflow resulting from snow melt. The maximum concentration of dissolved herbicides detected at all sampling sites during the study were: alachlor, 21 micrograms per liter; atrazine, 16 micrograms per liter; cyanazine, 8.7 micrograms per liter; metolachlor, 11.0 micrograms per liter; and metribuzin, 3.0 micrograms per liter.</p>\n<p>Herbicides can be transported from agricultural areas to the river by overland flow, drainage from agricultural areas conveyed by tile drains, and ground water. Hydrograph separation for 10 locations in the Cedar River basin indicates that the ground-water contribution varies within the basin and probably ranges from 56 to 80 percent of the annual river discharge. The predominance of ground-water contribution, the persistent detection of dissolved atrazine even during base flow, and the variety of dissolved herbicides detected in the river during the dry spring of 1985 indicate that some herbicides are being transported to the river by ground water. Atrazine transported to the Cedar River was estimated to be about 1.4 to 4.0 percent of that applied, depending on the assumed application rate. The large river discharge in June 1984, which was predominantly overland flow, contained about 70 percent of the atrazine transported to the river during 1984.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884060","collaboration":"Prepared in cooperation with the University of Iowa Hygienic Laboratory","usgsCitation":"Squillace, P.J., and Engberg, R., 1988, Surface-water quality of the Cedar River basin, Iowa-Minnesota, with emphasis on the occurrence and transport of herbicides, May 1984 through November 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4060, vi, 81 p., https://doi.org/10.3133/wri884060.","productDescription":"vi, 81 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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J.","contributorId":8878,"corporation":false,"usgs":true,"family":"Squillace","given":"P.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202319,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Engberg, R. A.","contributorId":104876,"corporation":false,"usgs":true,"family":"Engberg","given":"R. A.","affiliations":[],"preferred":false,"id":202320,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30513,"text":"wri854185 - 1988 - Simulation of ground-water flow in aquifers along the Susquehanna River in Columbia County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-07T11:35:12","indexId":"wri854185","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"85-4185","title":"Simulation of ground-water flow in aquifers along the Susquehanna River in Columbia County, Pennsylvania","docAbstract":"A numerical model of groundwater flow was developed for a 10.3 sq mi area along the Susquehanna River in Columbia County, east central Pennsylvania. Groundwater in the model area primarily is in secondary openings in the carbonate--and clastic-rock aquifers and primary openings in the glacial-outwash aquifer that discontinuously overlies bedrock. The groundwater flow model was calibrated under average steady-state conditions for 1981. The simulated 1981 water budget indicates an average inflow rate of 7.24 cu ft/sec. Of this, 93% is recharge from precipitation and 6.6% is boundary flow. 62% of the outflow is leakage to streams, 21% to pumpage, and 17% to evapotranspiration. The model was calibrated under transient conditions for December 22, 1980 through April 21, 1982. Water level fluctuations caused by natural stresses were more successfully simulated than those caused by pumping stresses. Three 10-year, hypothetical stress periods were simulated with the calibrated, transient model. The general impact of three pumping schemes under hypothetical drought and drought-recovery conditions were simulated. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854185","usgsCitation":"Williams, J., and Senko, G., 1988, Simulation of ground-water flow in aquifers along the Susquehanna River in Columbia County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 85-4185, vi, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854185.","productDescription":"vi, 44 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":59291,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59290,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59292,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59293,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59294,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59295,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4185/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59296,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4185/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159707,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4185/report-thumb.jpg"}],"country":"United States","state":"Pennyslvania","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-76.3097,41.3109],[-76.3117,41.3009],[-76.3139,41.2837],[-76.3166,41.2647],[-76.3169,41.2502],[-76.3183,41.2343],[-76.3184,41.2284],[-76.3191,41.2239],[-76.3199,41.2157],[-76.3188,41.2066],[-76.304,41.1802],[-76.2903,41.1573],[-76.2868,41.1514],[-76.2761,41.1336],[-76.2645,41.1344],[-76.2535,41.1361],[-76.2492,41.1365],[-76.229,41.1391],[-76.2288,41.1209],[-76.2285,41.1027],[-76.2285,41.0991],[-76.2287,41.0914],[-76.2284,41.0723],[-76.2312,41.0506],[-76.2307,41.0456],[-76.2273,41.0301],[-76.2257,41.022],[-76.2217,41.0042],[-76.2212,40.9992],[-76.2195,40.9901],[-76.2168,40.9747],[-76.2093,40.9506],[-76.2488,40.9169],[-76.2495,40.916],[-76.2581,40.9089],[-76.2859,40.8828],[-76.2918,40.8597],[-76.2989,40.8312],[-76.3002,40.8258],[-76.3035,40.814],[-76.308,40.8023],[-76.311,40.8014],[-76.38,40.7757],[-76.3919,40.793],[-76.393,40.7967],[-76.3954,40.799],[-76.3977,40.8099],[-76.4029,40.8244],[-76.4076,40.8349],[-76.477,40.8278],[-76.491,40.8261],[-76.4946,40.8247],[-76.5001,40.8243],[-76.5019,40.8257],[-76.5031,40.828],[-76.5024,40.8316],[-76.5024,40.8343],[-76.5035,40.838],[-76.5053,40.8412],[-76.5065,40.8434],[-76.5053,40.8457],[-76.5046,40.848],[-76.5034,40.8498],[-76.5015,40.8511],[-76.5009,40.8534],[-76.5021,40.8561],[-76.5026,40.8588],[-76.505,40.8611],[-76.5068,40.8634],[-76.508,40.8661],[-76.5092,40.8684],[-76.5098,40.8707],[-76.5097,40.873],[-76.5085,40.8743],[-76.5067,40.8756],[-76.5048,40.877],[-76.5042,40.8793],[-76.5042,40.8811],[-76.5054,40.882],[-76.5078,40.882],[-76.5108,40.882],[-76.5309,40.8813],[-76.5289,40.8944],[-76.5275,40.9071],[-76.5262,40.913],[-76.5262,40.9153],[-76.5279,40.918],[-76.5279,40.9189],[-76.5273,40.9198],[-76.5267,40.9203],[-76.5261,40.9207],[-76.5255,40.9212],[-76.5236,40.9239],[-76.523,40.9261],[-76.5241,40.9302],[-76.5241,40.932],[-76.5247,40.9334],[-76.5283,40.9384],[-76.5289,40.9393],[-76.5289,40.9402],[-76.527,40.9407],[-76.5215,40.9425],[-76.5203,40.9429],[-76.5191,40.9433],[-76.5179,40.9438],[-76.516,40.9442],[-76.5124,40.946],[-76.5142,40.9487],[-76.5165,40.9519],[-76.5225,40.9615],[-76.5315,40.9697],[-76.5369,40.9766],[-76.5483,40.9858],[-76.5519,40.988],[-76.5664,41.0004],[-76.567,41.0036],[-76.5663,41.0086],[-76.5656,41.0154],[-76.5643,41.0199],[-76.5637,41.0235],[-76.5624,41.0267],[-76.5617,41.033],[-76.5629,41.0362],[-76.57,41.0531],[-76.5779,41.0554],[-76.5937,41.0587],[-76.5979,41.0596],[-76.6028,41.061],[-76.6192,41.0648],[-76.6173,41.0688],[-76.6173,41.0715],[-76.6185,41.0738],[-76.6178,41.0756],[-76.6172,41.0784],[-76.6166,41.0806],[-76.6177,41.0824],[-76.6195,41.0847],[-76.6207,41.0888],[-76.6213,41.092],[-76.6236,41.0988],[-76.6236,41.0997],[-76.6248,41.1038],[-76.6277,41.1138],[-76.6295,41.1202],[-76.63,41.1229],[-76.6306,41.1247],[-76.6318,41.127],[-76.6389,41.1475],[-76.6419,41.1557],[-76.6003,41.1572],[-76.5973,41.1576],[-76.593,41.158],[-76.5659,41.1787],[-76.5609,41.1832],[-76.5591,41.1841],[-76.5572,41.1859],[-76.5474,41.194],[-76.54,41.1999],[-76.5313,41.208],[-76.5121,41.2246],[-76.4806,41.2498],[-76.4769,41.2534],[-76.467,41.261],[-76.4633,41.2646],[-76.4472,41.2772],[-76.4076,41.3095],[-76.3097,41.3109]]]},\"properties\":{\"name\":\"Columbia\",\"state\":\"PA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2de0","contributors":{"authors":[{"text":"Williams, J.H.","contributorId":29482,"corporation":false,"usgs":true,"family":"Williams","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":203380,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Senko, G.E.","contributorId":43820,"corporation":false,"usgs":true,"family":"Senko","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":203381,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29636,"text":"wri884078 - 1988 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 12","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri884078","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4078","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 12","docAbstract":"This report delineates and describes the geohydrology and susceptibility of major aquifers to contamination in Coffee, Dale, Henry, Houston, and Geneva Counties, Alabama. The major aquifers are the Upper Floridan, Lisbon, Nanafalia-Clayton, and Providence-Ripley aquifers. Estimated groundwater withdrawals for public water supplies are about 42 million gal/day. Maximum withdrawals for irrigation are 15 to 20 million gal/day. Withdrawals for self-supplied industrial and domestic uses are estimated to be 3 and 2.5 million gal/day, respectively. Long-term withdrawals of water from the Nanafalia-Clayton aquifer have resulted in significant declines in the potentiometric surface in Coffee, Dale, and Houston Counties. Significant declines in the potentiometric surfaces of the other major aquifers are not apparent. Recharge areas for all major aquifers are susceptible to contamination, but the probability of contamination of the Lisbon, Nanafalia-Clayton, and Providence-Ripley aquifers is low because the recharge areas are remote from areas of withdrawal. The recharge area for the Floridan aquifer, which consists largely of flat, sandy farmland , coincides with the area of use. This area is highly susceptible to contamination from insecticides and herbicides. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884078","usgsCitation":"Scott, J.C., and Cobb, R., 1988, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 12: U.S. Geological Survey Water-Resources Investigations Report 88-4078, v, 51 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wri884078.","productDescription":"v, 51 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":122224,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4078/report-thumb.jpg"},{"id":58457,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4078/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58458,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8bed","contributors":{"authors":[{"text":"Scott, J. C.","contributorId":75901,"corporation":false,"usgs":true,"family":"Scott","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201856,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cobb, R.H.","contributorId":31027,"corporation":false,"usgs":true,"family":"Cobb","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":201855,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30603,"text":"wri874043 - 1988 - Nitrogen transport in a shallow outwash aquifer at Olean, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2023-01-13T19:34:49.834626","indexId":"wri874043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4043","title":"Nitrogen transport in a shallow outwash aquifer at Olean, Cattaraugus County, New York","docAbstract":"<p>Groundwater beneath an industrial park at Olean, New York, contained nitrogen compounds in concentrations that in 1983 ranged from 10 to 1,280 mg/L as nitrogen, mainly in the form of ammonium. Continuous pumping from an industrial well field creates a cone of depression that prevents the nitrogen compounds from migrating to municipal-supply wells, 7,000 ft away. A two-dimensional solute transport model was used to simulate changes in nitrogen concentrations that would result from a permanent shutdown of the well field. The model assumed the nitrogen source decayed at an exponential rate with a decay constant of 0.3/year to account for nitrogen removed from the aquifer by pumping during 1978-84. The source of contamination was found to be sensitive to the volume of pumpage at the industrial well field, which altered the rate of groundwater flow through the contaminated area. Simulations of a permanent shutdown of the well field, assuming nitrogen migrates as a conservative solute, indicated that nitrogen-bearing groundwater would reach the municipal well field within 5 years and the peak concentrations at the municipal well field would range from 2 to 5 mg/L. Simulations of Langmuir adsorption of the dissolved ammonium with a one-dimensional model indicated that the arrival of the solute front at the municipal well field would be retarded by a factor of three.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874043","usgsCitation":"Yager, R.M., and Bergeron, M.P., 1988, Nitrogen transport in a shallow outwash aquifer at Olean, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 87-4043, Report: vii, 51 p.; 6 Plates: 18.70 x 14.33 inches or smaller, https://doi.org/10.3133/wri874043.","productDescription":"Report: vii, 51 p.; 6 Plates: 18.70 x 14.33 inches or smaller","costCenters":[],"links":[{"id":59363,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4043/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59362,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4043/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59365,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4043/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59364,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4043/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59361,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4043/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59367,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59366,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4043/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":411900,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46727.htm","linkFileType":{"id":5,"text":"html"}},{"id":123393,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4043/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Cattaraugus County","city":"Olean","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -78.5075,\n              42.1158\n            ],\n            [\n              -78.5075,\n              42.0567\n            ],\n            [\n              -78.375,\n              42.0567\n            ],\n            [\n              -78.375,\n              42.1158\n            ],\n            [\n              -78.5075,\n              42.1158\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c485","contributors":{"authors":[{"text":"Yager, R. M.","contributorId":8069,"corporation":false,"usgs":true,"family":"Yager","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203523,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergeron, M. P.","contributorId":42969,"corporation":false,"usgs":true,"family":"Bergeron","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":203524,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29223,"text":"wri874129 - 1988 - Flood-carrying capacities and changes in channels of the Lower Puyallup, White, and Carbon Rivers in western Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri874129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4129","title":"Flood-carrying capacities and changes in channels of the Lower Puyallup, White, and Carbon Rivers in western Washington","docAbstract":"The flood-carrying capacity of the Puyallup River 's leveed channel from its mouth to the city of Puyallup exceeds the 100-yr-flood discharge at most locations. Upstream from the city of Puyallup the flood-carrying capacity also is less than the 100-yr flood at many locations. In King County the flood-carrying capacity would be greater than the 100-year flood nearly everywhere if the levees were in a good state of repair. The flood-carrying capacity of the leveed Carbon River channel is less than the 100-yr flood at numerous locations. Changes between 1976-77 and 1984 in average channel cross-section elevations for the Puyallup and Carbon Rivers were less than 1 ft at more than one-half of 90 surveyed cross sections and were more than 2 ft at only 5 of them. Changes in average elevations for the White River downstream of the inflow from Lake Tapps rose approximately 2 ft or more at 5 of the 10 surveyed cross sections, but decreased 2 ft or more at nearly one-half of 29 cross sections upstream of the reach. Differences between computed 100-yr floodwater-surface elevations for 1976-77 and 1984 channels are similar to changes in average cross-section elevations. Dense growths of streambank vegetation could increase 100-yr floodwater surface elevations by 1.2 ft. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874129","usgsCitation":"Prych, E., 1988, Flood-carrying capacities and changes in channels of the Lower Puyallup, White, and Carbon Rivers in western Washington: U.S. Geological Survey Water-Resources Investigations Report 87-4129, v, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874129.","productDescription":"v, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123373,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4129/report-thumb.jpg"},{"id":58076,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7512","contributors":{"authors":[{"text":"Prych, E. A.","contributorId":36163,"corporation":false,"usgs":true,"family":"Prych","given":"E. A.","affiliations":[],"preferred":false,"id":201174,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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