{"pageNumber":"1892","pageRowStart":"47275","pageSize":"25","recordCount":68926,"records":[{"id":55692,"text":"wdrMI871 - 1988 - Water resources data for Michigan, water year 1987","interactions":[],"lastModifiedDate":"2017-08-10T14:31:51","indexId":"wdrMI871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"MI-87-1","title":"Water resources data for Michigan, water year 1987","docAbstract":"<p>Water resources data for the 1987 water year for Michigan consists of records of stage, stage and contents of lakes and discharge, and water quality of streams; reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 135 streamflow-gaging stations; stage only records for 15 lake-gaging stations; stage and contents for 5 lakes and reservoirs; water-quality records for 24 streamflow-gaging stations; water-level records for 52 observation wells; and water-temperature records for 6 observation wells. Also included are 52 crest-stage partial-record stations and 8 low-flow partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program. Miscellaneous data were collected at 100 measuring sites and 23 water-quality sampling sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State, Local, and Federal agencies in Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMI871","collaboration":"Prepared in cooperation with the State of Michigan and with other agencies","usgsCitation":"Blumer, S.P., Failing, J., Larson, W., Whited, C., and LeuVoy, R., 1988, Water resources data for Michigan, water year 1987: U.S. Geological Survey Water Data Report MI-87-1, ix, 281 p., https://doi.org/10.3133/wdrMI871.","productDescription":"ix, 281 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":344727,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/mi-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181800,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/mi-87-1/report-thumb.jpg"}],"country":"United 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P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":254019,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Failing, J.C.","contributorId":76822,"corporation":false,"usgs":true,"family":"Failing","given":"J.C.","affiliations":[],"preferred":false,"id":254023,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, W.W.","contributorId":27922,"corporation":false,"usgs":true,"family":"Larson","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":254020,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Whited, C.R.","contributorId":49387,"corporation":false,"usgs":true,"family":"Whited","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":254021,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"LeuVoy, R.L.","contributorId":56706,"corporation":false,"usgs":true,"family":"LeuVoy","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":254022,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":30595,"text":"wri884029 - 1988 - Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri884029","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":"88-4029","title":"Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86","docAbstract":"Demand for groundwater in the 96-sq mi Anza Terwilliger area of California has increased in recent years because of population growth and agricultural development. In order to evaluate the potential effects of continued growth and development on the water resources of Cahuilla Indian Reservation, water level, land use, and water quality data were collected and analyzed. Water level measurements indicate that, as in previous years, groundwater normally moves toward streams in Anza and Terwilliger Valleys. However, during the summer, when pumping is at a maximum, groundwater moves toward two areas of groundwater withdrawal in Anza Valley. One area where groundwater levels were lowered extends to the northern boundary of Cahuilla Indian Reservation. Groundwater use during 1986 is estimated at 10,000 acre-ft, 6,000 acre-ft more than in 1973. The water table, however, generally has risen since 1973 due to the wet climatic conditions that generally have prevailed since 1976. Dissolved-solids concentrations during 1984-86 ranged from 184 to 1,320 mg/L. Water from two wells on Cahuilla Indian Reservation had dissolved-solids concentrations higher than the U.S. Environmental Protection Agency recommended limit for drinking water of 500 mg/L. No wells sampled on the reservation contained water with nitrate concentrations above the U.S. Environmental Protection Agency recommended limit of 10 mg/L. The observation-well network was found to be generally adequate, but the addition of one water level and two water quality observation wells would enhance its effectiveness. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884029","usgsCitation":"Woolfenden, L.R., and Bright, D., 1988, Ground-water conditions in the Anza-Terwilliger area, with emphasis on the Cahuilla Indian Reservation, Riverside County, California, 1973-86: U.S. Geological Survey Water-Resources Investigations Report 88-4029, iv, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884029.","productDescription":"iv, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4029/report-thumb.jpg"},{"id":59353,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d1af","contributors":{"authors":[{"text":"Woolfenden, L. R. 0000-0003-3500-4709","orcid":"https://orcid.org/0000-0003-3500-4709","contributorId":36945,"corporation":false,"usgs":true,"family":"Woolfenden","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203511,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bright, D.J.","contributorId":106159,"corporation":false,"usgs":true,"family":"Bright","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":203512,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30592,"text":"wri874270 - 1988 - Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri874270","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":"87-4270","title":"Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California","docAbstract":"Ground-water use in the Stovepipe Wells Hotel area in Death Valley National Monument is expected to increase significantly if the nonpotable, as well as potable, water supply is treated by reverse osmosis. During the peak tourist season, October through March, ground-water pumpage could increase by 37,500 gallons per day, or 76%. The effects of this additional pumpage on water levels in the area, particularly near a strand of phreatophytes about 10,000 feet east of the well field, are of concern. In order to evaluate the effects of increased pumpage on water levels in the Stovepipe Wells Hotel area well field, two aquifer tests were performed at the well field to determine the transmissivity and storage coefficients of the aquifer. Analysis of the aquifer test determined that a transmissivity of 1,360 feet squared per day was representative of the aquifer. The estimated value of transmissivity and the storage-coefficient values that are representative of confined (1.2 x .0004) and unconfined (0.25) conditions were used in the Theis equation to calculate the additional drawdown that might occur after 1, 10, and 50 years of increased pumpage. The drawdown calculated by using the lower storage-coefficient value represents the maximum additional drawdown that might be expected from the assumed increase in pumpage; the drawdown calculated by using the higher storage-coefficient value represents the minimum additional drawdown. Calculated additional drawdowns after 50 years of pumping range from 7.8 feet near the pumped well to 2.4 feet at the phreatophyte stand assuming confined conditions, and from 5.7 feet near the pumped well to 0.3 foot at the phreatophyte stand assuming unconfined conditions. Actual drawdowns probably will be somewhere between these values. Drawdowns measured in observation wells during 1973-85, in response to an average pumpage of 34,200 gallons per day at the Stovepipe Wells Hotel well field, are similar to the drawdowns calculated by the Theis equation for the assumed increase in pumpage. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874270","usgsCitation":"Woolfenden, L.R., Martin, P., and Baharie, B., 1988, Aquifer-test evaluation and potential effects of increased ground-water pumpage at the Stovepipe Wells Hotel area, Death Valley National Monument, California: U.S. Geological Survey Water-Resources Investigations Report 87-4270, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874270.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4270/report-thumb.jpg"},{"id":59350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679e67","contributors":{"authors":[{"text":"Woolfenden, L. R. 0000-0003-3500-4709","orcid":"https://orcid.org/0000-0003-3500-4709","contributorId":36945,"corporation":false,"usgs":true,"family":"Woolfenden","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203507,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, Peter pmmartin@usgs.gov","contributorId":799,"corporation":false,"usgs":true,"family":"Martin","given":"Peter","email":"pmmartin@usgs.gov","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203505,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Baharie, Brian","contributorId":21597,"corporation":false,"usgs":true,"family":"Baharie","given":"Brian","affiliations":[],"preferred":false,"id":203506,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30539,"text":"wri884022 - 1988 - Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986","interactions":[],"lastModifiedDate":"2023-01-10T23:02:33.318175","indexId":"wri884022","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":"88-4022","title":"Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986","docAbstract":"<p>The Ohio Department of Natural Resources, Division of Reclamation, plans widespread reclamation of abandoned coal mines in the Raccoon Creek basin in southeastern Ohio. Throughout Raccoon Creek basin, chemical, biological, and suspended-sediment data were collected from July 1984 through September 1986. Chemical and biological data collected at 17 sites indicate that the East Branch, Brushy Creek, Hewett Fork, and Little Raccoon Creek subbasins, including Flint Run, are affected by drainage from abandoned coal mines. In these basins, median pH values ranged from 2.6 to 5.1, median acidity values ranged from 20 to 1,040 mg/L (milligrams per liter) as CaCo<sub>3</sub>, and median alkalinity values ranged from 0 to 4 mg/L as CaCo<sub>3</sub>. Biological data indicate that these basins do not support diverse populations because of degraded water systems. Suspended-sediment yields of 70.7 tons per square mile per year at the headwaters of Raccoon Creek and 54.5 tons per square mile per year near the month of Raccoon Creek indicate that cumulative sedimentation from erosion of abandoned-mine lands is not excessive in the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884022","usgsCitation":"Wilson, K.S., 1988, Chemical quality, benthic organisms, and sedimentation in streams draining coal-mined lands in Raccoon Creek basin, Ohio, July 1984 through September 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4022, v, 80 p., https://doi.org/10.3133/wri884022.","productDescription":"v, 80 p.","costCenters":[],"links":[{"id":411688,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46949.htm","linkFileType":{"id":5,"text":"html"}},{"id":122710,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4022/report-thumb.jpg"},{"id":59314,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","otherGeospatial":"Racoon Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.5833,\n              39.4333\n            ],\n            [\n              -82.5833,\n              38.667\n            ],\n            [\n              -82.2,\n              38.667\n            ],\n            [\n              -82.2,\n              39.4333\n            ],\n            [\n              -82.5833,\n              39.4333\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e27c8","contributors":{"authors":[{"text":"Wilson, K. S.","contributorId":41042,"corporation":false,"usgs":true,"family":"Wilson","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":203426,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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 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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":30465,"text":"wri864106 - 1988 - Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow","interactions":[],"lastModifiedDate":"2022-01-24T22:14:51.01401","indexId":"wri864106","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":"86-4106","title":"Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow","docAbstract":"<p>Data on the hydrogeology of a 26-sq-mi area surrounding the Brookhaven landfill site in central Suffolk County were collected as part of a hydrologic investigation of solute transport from the site. These data were used to develop a steady-state groundwater flow model of the upper glacial (water table) aquifer in the area. The model accounts for the leakage through confining units underlying the aquifer, seepage to streams, recharge from precipitation, and pumpage and redistribution of water. Refined estimates of aquifer and confining-unit properties were obtained through model calibrations. Water table altitudes generated by the calibrated model were used to determine groundwater velocities and probable flow paths in the vicinity of the site under long-term average hydrologic conditions. Groundwater velocities and probable flow paths in the study area were calculated from simulated water table altitudes generated by the calibrated flow model. Groundwater at the center of the site flows southeastward at a velocity of 1.1 ft/d. The report is the second in a three part series describing the hydrologic conditions and groundwater quality, groundwater flow, and solute transport in the vicinity of the Brookhaven landfill.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864106","usgsCitation":"Wexler, E.J., and Maus, P.E., 1988, Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 86-4106, Report: vi, 44 p.; 2 Plates: 18.82 × 22.99 inches and 18.42 × 22.29 inches, https://doi.org/10.3133/wri864106.","productDescription":"Report: vi, 44 p.; 2 Plates: 18.82 × 22.99 inches and 18.42 × 22.29 inches","costCenters":[],"links":[{"id":59247,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59246,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4106/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59245,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4106/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126857,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4106/report-thumb.jpg"},{"id":394789,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36551.htm"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73,\n              40.75\n            ],\n            [\n              -72.875,\n              40.75\n            ],\n            [\n              -72.875,\n              40.858\n            ],\n            [\n              -73,\n              40.858\n            ],\n            [\n              -73,\n              40.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698fa0","contributors":{"authors":[{"text":"Wexler, E. J.","contributorId":104931,"corporation":false,"usgs":true,"family":"Wexler","given":"E.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203298,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maus, P. E.","contributorId":68787,"corporation":false,"usgs":true,"family":"Maus","given":"P.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203297,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30464,"text":"wri864207 - 1988 - Ground-water flow and solute transport at a municipal landfill site on Long Island, New York. Part 3, simulation of solute transport","interactions":[],"lastModifiedDate":"2022-01-19T20:16:20.976767","indexId":"wri864207","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":"86-4207","title":"Ground-water flow and solute transport at a municipal landfill site on Long Island, New York. Part 3, simulation of solute transport","docAbstract":"<p>A solute transport model representing a 2.3-sq mi area surrounding and downgradient from a municipal landfill site in the Town of Brookhaven, N.Y. was used to simulate migration of a conservative solute (chloride) in the upper glacial aquifer. Aquifer values used in the model were: hydraulic conductivity, 200 ft/day; effective porosity, 0.30; longitudinal dispersivity, 100 ft; transverse dispersivity, 20 ft. Average concentration of chloride was set at 875.0 mg/L in leachate and 10 mg/L in recharge and in ambient groundwater. Entry of leachate into the aquifer was assumed to have begun in 1977. Chloride concentrations in the simulated plume after 6 years of travel matched reasonably well the chloride data collected in October-December 1982. After 12 years of travel, the simulated plume extended 6,200 ft and was 2,600 ft wide. Maximum predicted concentration at the site boundary was 160 mg/L. Additional simulations were made to test the model 's ability to predict the effect of several remedial strategies on the movement of solutes. These included capping the landfill with an impermeable surface, removal of contaminated groundwater through four recovery wells, and a combination of the first two actions.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864207","usgsCitation":"Wexler, E.J., 1988, Ground-water flow and solute transport at a municipal landfill site on Long Island, New York. Part 3, simulation of solute transport: U.S. Geological Survey Water-Resources Investigations Report 86-4207, vi, 46 p., https://doi.org/10.3133/wri864207.","productDescription":"vi, 46 p.","costCenters":[],"links":[{"id":394535,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36628.htm"},{"id":124105,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4207/report-thumb.jpg"},{"id":59244,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73,\n              40.75453936473234\n            ],\n            [\n              -72.875,\n              40.75453936473234\n            ],\n            [\n              -72.875,\n              40.850955880778045\n            ],\n            [\n              -73,\n              40.850955880778045\n            ],\n            [\n              -73,\n              40.75453936473234\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cdb9","contributors":{"authors":[{"text":"Wexler, E. J.","contributorId":104931,"corporation":false,"usgs":true,"family":"Wexler","given":"E.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30436,"text":"wri874148 - 1988 - Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri874148","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":"87-4148","title":"Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82","docAbstract":"The U.S. Bureau of Reclamation began a phreatophyte clearing and control program in the bottom land of the Acme-Artesia reach of the Pecos River in March 1967. The initial cutting of 19,000 acres of saltcedar trees, the dominant phreatophyte in the area, was completed in May 1969. Saltcedar regrowth continued each year until July 1975, when root plowing eradicated most of the regrowth. The major objective of the clearing and control program was to salvage water that could be put to beneficial use. Measurements of changes in the water table in the bottom land and changes in the base flow of the Pecos River were made in order to determine the hydrologic effects of the program. Some salvage of water was indicated, but it is not readily recognized as an increase in base flow. The quantity of salvage probably is less than the average annual base-flow gain of 19 ,110 acre-ft in the reach during 1967-82. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874148","usgsCitation":"Welder, G.E., 1988, Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82: U.S. Geological Survey Water-Resources Investigations Report 87-4148, vi, 46 p. :ill. ;28 cm., https://doi.org/10.3133/wri874148.","productDescription":"vi, 46 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123374,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4148/report-thumb.jpg"},{"id":59214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4148/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606efa","contributors":{"authors":[{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203247,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65662,"text":"i1921 - 1988 - Digital image map and equal-area photomosaics of Rhea","interactions":[],"lastModifiedDate":"2012-02-02T00:13:20","indexId":"i1921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1921","subseriesTitle":"NONE","title":"Digital image map and equal-area photomosaics of Rhea","language":"ENGLISH","doi":"10.3133/i1921","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Digital image map and equal-area photomosaics of Rhea: U.S. Geological Survey IMAP 1921, 9 remote sensing images on 2 sheets ;32 cm. diam. and 22 cm. diam. and 37 x 96 cm., sheets 99 x 104 cm. and 84 x 102 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1921.","productDescription":"9 remote sensing images on 2 sheets ;32 cm. diam. and 22 cm. diam. and 37 x 96 cm., sheets 99 x 104 cm. and 84 x 102 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189446,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101087,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1921/plate-1.pdf","size":"10880","linkFileType":{"id":1,"text":"pdf"}},{"id":101088,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1921/plate-2.pdf","size":"6341","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65acff","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534049,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13402,"text":"ofr88191 - 1988 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","interactions":[{"subject":{"id":13402,"text":"ofr88191 - 1988 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"ofr88191","publicationYear":"1988","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"predicate":"SUPERSEDED_BY","object":{"id":1286,"text":"wsp2363 - 1990 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"wsp2363","publicationYear":"1990","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"id":1}],"supersededBy":{"id":1286,"text":"wsp2363 - 1990 - Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","indexId":"wsp2363","publicationYear":"1990","noYear":false,"title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States"},"lastModifiedDate":"2019-08-29T10:16:06","indexId":"ofr88191","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-191","title":"Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr88191","usgsCitation":"Driver, N.E., and Tasker, G.D., 1988, Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States: U.S. Geological Survey Open-File Report 88-191, vii, 80 p., https://doi.org/10.3133/ofr88191.","productDescription":"vii, 80 p.","costCenters":[],"links":[{"id":145914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0191/report-thumb.jpg"},{"id":367076,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0191/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a50","contributors":{"authors":[{"text":"Driver, Nancy E.","contributorId":67858,"corporation":false,"usgs":true,"family":"Driver","given":"Nancy","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":167750,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":167751,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65349,"text":"i1856 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:15","indexId":"i1856","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1856","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1856","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1856, 1 remote-sensing image ;61 x 61 cm., on sheet 99 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1856.","productDescription":"1 remote-sensing image ;61 x 61 cm., on sheet 99 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189230,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100915,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1856/plate-1.pdf","size":"8430","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a7a5","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533736,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65345,"text":"i1956 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1956","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1956","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1956","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1956, 1 remote-sensing image ;62 x 61 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1956.","productDescription":"1 remote-sensing image ;62 x 61 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":187046,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100911,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1956/plate-1.pdf","size":"12324","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db68a099","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533732,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65329,"text":"i1955 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1955","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1955","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1955","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1955, 1 remote-sensing image ;61 x 60 cm., on sheet 93 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1955.","productDescription":"1 remote-sensing image ;61 x 60 cm., on sheet 93 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186997,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100897,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1955/plate-1.pdf","size":"10512","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68ae9f","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533716,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65328,"text":"i1954 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1954","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1954","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1954","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1954, 1 remote-sensing image ;61 x 61 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1954.","productDescription":"1 remote-sensing image ;61 x 61 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186968,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100896,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1954/plate-1.pdf","size":"8391","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a507","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533715,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65327,"text":"i1953 - 1988 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1953","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1953","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1953","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1953, 1 remote-sensing image ;62 x 60 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1953.","productDescription":"1 remote-sensing image ;62 x 60 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100895,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1953/plate-1.pdf","size":"6375","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a421","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533714,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":200,"text":"Coop Res Unit Seattle","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":15987,"text":"ofr87701 - 1988 - Sediment characteristics of North Carolina streams, 1970-79","interactions":[{"subject":{"id":15987,"text":"ofr87701 - 1988 - Sediment characteristics of North Carolina streams, 1970-79","indexId":"ofr87701","publicationYear":"1988","noYear":false,"title":"Sediment characteristics of North Carolina streams, 1970-79"},"predicate":"SUPERSEDED_BY","object":{"id":2687,"text":"wsp2364 - 1993 - Sediment characteristics of North Carolina streams, 1970-79","indexId":"wsp2364","publicationYear":"1993","noYear":false,"title":"Sediment characteristics of North Carolina streams, 1970-79"},"id":1}],"supersededBy":{"id":2687,"text":"wsp2364 - 1993 - Sediment characteristics of North Carolina streams, 1970-79","indexId":"wsp2364","publicationYear":"1993","noYear":false,"title":"Sediment characteristics of North Carolina streams, 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc0c8","contributors":{"authors":[{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":172050,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12991,"text":"ofr8896 - 1988 - Evaluation of agricultural best-management practices in the Conestoga River headwaters, Pennsylvania; methods of data collection and analysis and description of study areas","interactions":[],"lastModifiedDate":"2017-07-06T09:22:04","indexId":"ofr8896","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-96","title":"Evaluation of agricultural best-management practices in the Conestoga River headwaters, Pennsylvania; methods of data collection and analysis and description of study areas","docAbstract":"The U.S. Geological Survey is conducting a water quality study as part of the nationally implemented Rural Clean Water Program in the headwaters of the Conestoga River, Pennsylvania. The study, which began in 1982, was designed to determine the effect of agricultural best management practices on surface--and groundwater quality. The study was concentrated in four areas within the intensively farmed, carbonate rock terrane located predominately in Lancaster County, Pennsylvania. These areas were divided into three monitoring components: (1) a Regional study area (188 sq mi): (2) a Small Watershed study area (5.82 sq mi); and (3) two field site study areas, Field-Site 1 (22.1 acres) and Field 2 (47.5 acres). The type of water quality data and the methods of data collection and analysis are presented. The monitoring strategy and description of the study areas are discussed. The locations and descriptions for all data collection locations at the four study areas are provided. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8896","usgsCitation":"Chichester, D.C., 1988, Evaluation of agricultural best-management practices in the Conestoga River headwaters, Pennsylvania; methods of data collection and analysis and description of study areas: U.S. Geological Survey Open-File Report 88-96, iv, 32 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr8896.","productDescription":"iv, 32 p. ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":41456,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0096/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146805,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0096/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae7d8","contributors":{"authors":[{"text":"Chichester, Douglas C.","contributorId":83883,"corporation":false,"usgs":true,"family":"Chichester","given":"Douglas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":167091,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13327,"text":"ofr88119 - 1988 - U.S. Geological Survey ground-water studies in Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr88119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-119","title":"U.S. Geological Survey ground-water studies in Nevada","docAbstract":"Groundwater is an important natural resource in Nevada. In 1985, groundwater provided 24% of the total water withdrawn, and supplied about 40% of the State 's population. Public supply and self-supplied domestic use accounted for about 12% of the groundwater withdrawn, and self-supplied industrial and mining use was about 3%. The major issues related to groundwater in Nevada are: groundwater availability; natural and artificial groundwater recharge; underground storage of hazardous wastes; organic and inorganic trace constituents in groundwater; and geothermal groundwater systems. The U.S. Geological Survey (USGS) is actively conducting 30 hydrologic investigations in Nevada, of which 18 are related to groundwater quantity and quality. Three examples of ongoing groundwater studies by the USGS that are designed to address specific groundwater issues in Nevada are discussed: carbonate-rock aquifers in eastern and southern Nevada; groundwater quality in the Carson River basin, Nevada-California; and groundwater in Honey Lake Valley, Nevada-California. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88119","usgsCitation":"Dettinger, M.D., and Van Denburgh, A.S., 1988, U.S. Geological Survey ground-water studies in Nevada: U.S. Geological Survey Open-File Report 88-119, 2 p. :map ;28 cm., https://doi.org/10.3133/ofr88119.","productDescription":"2 p. :map ;28 cm.","costCenters":[],"links":[{"id":147395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0119/report-thumb.jpg"},{"id":41753,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db612817","contributors":{"authors":[{"text":"Dettinger, M. D. 0000-0002-7509-7332","orcid":"https://orcid.org/0000-0002-7509-7332","contributorId":93069,"corporation":false,"usgs":false,"family":"Dettinger","given":"M.","middleInitial":"D.","affiliations":[{"id":16196,"text":"Scripps Institution of Oceanography, La Jolla, CA","active":true,"usgs":false}],"preferred":false,"id":167626,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Van Denburgh, A. S.","contributorId":23928,"corporation":false,"usgs":true,"family":"Van Denburgh","given":"A.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":167625,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":67746,"text":"l208 - 1988 - Fairbanks, Alaska, vegetation and land cover, 1977-79","interactions":[],"lastModifiedDate":"2012-02-10T00:11:13","indexId":"l208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":321,"text":"Land Use and Land Cover","code":"L","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"208","title":"Fairbanks, Alaska, vegetation and land cover, 1977-79","language":"ENGLISH","doi":"10.3133/l208","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Fairbanks, Alaska, vegetation and land cover, 1977-79: U.S. Geological Survey Land Use and Land Cover 208, 22 by 29 inches, https://doi.org/10.3133/l208.","productDescription":"22 by 29 inches","costCenters":[],"links":[{"id":189585,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":261053,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/l/208/plate-1.pdf"},{"id":261054,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/l/208/plate-2.pdf"}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -150,64 ], [ -150,65 ], [ -147,65 ], [ -147,64 ], [ -150,64 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f7949","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534492,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29811,"text":"wri884146 - 1988 - Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin","interactions":[],"lastModifiedDate":"2023-03-07T21:36:16.690138","indexId":"wri884146","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":"88-4146","title":"Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin","docAbstract":"<p>The Great Lakes-St. Lawrence River basin provides water for many uses and for wildlife habitat; thus many groups have developed strategies to manage the basin 's water resource. The International Joint Commission (IJC) is reviewing and comparing available consumptive-use data to assess the magnitude and effect of consumptive uses under present projected economic and hydraulic conditions on lake levels. As a part of this effort, the U.S. Geological Survey compared its own estimates of consumptive use in the United States with those generated by (1) the International Great Lakes Diversions and (2) the IJC. The U.S. Geological Survey also developed two methods of calculating consumptive-use projections for 1980 through 2000; one method yields an estimate of 6,490 cu ft/s for the year 2000; the other yields an estimate of 8,330 cu ft/s. These two projections could be considered the upper and lower limits for the year 2000. The reasons for the varying estimates are differences in (1) methods by which base year values were developed, and (2) the methods or models that were used to project consumptive-use values for the future. Acquisition of consumptive-use data from water users or governmental agencies or ministries would be desirable to minimize reliance on estimates.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884146","usgsCitation":"Snavely, D.S., 1988, Estimation, analysis, sources, and verification of consumptive water use data in the Great Lakes-St. Lawrence River basin: U.S. Geological Survey Water-Resources Investigations Report 88-4146, iv, 28 p., https://doi.org/10.3133/wri884146.","productDescription":"iv, 28 p.","costCenters":[],"links":[{"id":122730,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4146/report-thumb.jpg"},{"id":58612,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":413791,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47055.htm","linkFileType":{"id":5,"text":"html"}}],"country":"Canada, United States","otherGeospatial":"Great Lakes-St. Lawrence River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -92.34309234262025,\n              49.96207763484773\n            ],\n            [\n              -92.34309234262025,\n              40.684336825120965\n            ],\n            [\n              -70.33475867425648,\n              40.684336825120965\n            ],\n            [\n              -70.33475867425648,\n              49.96207763484773\n            ],\n            [\n              -92.34309234262025,\n              49.96207763484773\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb1be","contributors":{"authors":[{"text":"Snavely, D. S.","contributorId":103692,"corporation":false,"usgs":true,"family":"Snavely","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":202170,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30611,"text":"wri884081 - 1988 - Hydrogeology and water resources of the Los Osos Valley ground-water basin, San Luis Obispo County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri884081","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":"88-4081","title":"Hydrogeology and water resources of the Los Osos Valley ground-water basin, San Luis Obispo County, California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884081","usgsCitation":"Yates, E., and Wiese, J.H., 1988, Hydrogeology and water resources of the Los Osos Valley ground-water basin, San Luis Obispo County, California: U.S. Geological Survey Water-Resources Investigations Report 88-4081, v, 112 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884081.","productDescription":"v, 112 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122529,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4081/report-thumb.jpg"},{"id":59379,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db625155","contributors":{"authors":[{"text":"Yates, E.B.","contributorId":77973,"corporation":false,"usgs":true,"family":"Yates","given":"E.B.","email":"","affiliations":[],"preferred":false,"id":203538,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wiese, J. H.","contributorId":105774,"corporation":false,"usgs":true,"family":"Wiese","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":203539,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29785,"text":"wri864055 - 1988 - Simulation of ground-water flow in the lower sand unit of the Potomac-Raritan-Magothy aquifer system, Philadelphia, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-12T13:40:09","indexId":"wri864055","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":"86-4055","title":"Simulation of ground-water flow in the lower sand unit of the Potomac-Raritan-Magothy aquifer system, Philadelphia, Pennsylvania","docAbstract":"Ground-water flow in the lower sand unit of the Potomac-Raritan-Magothy aquifer system in Philadelphia was simulated with a two-dimensional finite- difference ground-water model. The modeled 133-square-mile area also included parts of Delaware County, Pennsylvania, and Camden and Gloucester Counties, New Jersey. The lower sand unit is Cretaceous in age and consists of well- sorted coarse sand and fine gravel that grades upward into medium to fine sand containing a few thin beds of clay. The modeled aquifer consists of the lower sand unit in Philadelphia and the lowermost sand unit of the Potomac-Raritan-Magothy aquifer system in New Jersey. Throughout most of the area, the lower sand unit is overlain by a clay confining unit. Where the clay is absent, the lower sand unit is unconfined. A hydraulic conductivity of 1.6 x 10-3 foot per second and a storage coefficient of 3.0 x 10-4 was assigned to the lower sand unit based on 15 aquifer tests, and a hydraulic conductivity of 4.0 x 10-8 foot per second was assigned to the upper confining unit based on transient-flow sensitivity analysis. Water levels were not sensitive to changes in the value for specific storage of the upper confining unit, indicating that most vertical leakage occurs as steady leakage. Changes in the potentiometric surface of the lower sand unit for 1904-78 simulated. Differences between simulated and observed head generally were less than 10 feet.\r\n\r\n      Simulations were made to determine the effects on hydraulic head of increases in industrial pumpage of 5 and 10 Mgal/d (million gallons per day) and of an emergency 60 Mgal/d municipal water supply in Philadelphia. A 5- and 10-Mgal/d increase in industrial pumpage would lower heads in the lower sand unit by as much as 33 and 66 feet, respectively. Pumping 60 Mgal/d for 30 days for an emergency municipal supply would lower heads in the lower sand unit by as much as 121 feet.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864055","usgsCitation":"Sloto, R., 1988, Simulation of ground-water flow in the lower sand unit of the Potomac-Raritan-Magothy aquifer system, Philadelphia, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 86-4055, vi, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864055.","productDescription":"vi, 51 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":159677,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4055/report-thumb.jpg"},{"id":58586,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e499ee4b07f02db5bc81e","contributors":{"authors":[{"text":"Sloto, R. A.","contributorId":36155,"corporation":false,"usgs":true,"family":"Sloto","given":"R. A.","affiliations":[],"preferred":false,"id":202121,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":55819,"text":"wdrNM871 - 1988 - Water resources data, New Mexico, water year 1987","interactions":[],"lastModifiedDate":"2013-07-12T13:33:54","indexId":"wdrNM871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"NM-87-1","title":"Water resources data, New Mexico, water year 1987","docAbstract":"Water resources data for the 198, water year for New Mexico consist of records of discharge and water quality of streams; stage, contents and water quality of lakes and reservoirs; and water levels and water quality in wells and springs. This report contains discharge records for 165 gaging stations; stage and contents for 25 lakes and reservoirs; water quality for 67 gaging stations and 180 wells; and water levels at 100 observation wells. Also included are 108 crest-stage partial-record stations. Additional water data were collected at various sites) not involved in the systematic data collect-ion program, and are published as miscellaneous measurements. Also, one seepage investigation is published this year. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in New Mexico.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrNM871","usgsCitation":"Beal, L.V., and Gold, R., 1988, Water resources data, New Mexico, water year 1987: U.S. Geological Survey Water Data Report NM-87-1, 464 p., https://doi.org/10.3133/wdrNM871.","productDescription":"464 p.","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":185371,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":270298,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/nm-87-1/report.pdf"}],"country":"United States","state":"New Mexico","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.0502,31.3322 ], [ -109.0502,37.0003 ], [ -103.002,37.0003 ], [ -103.002,31.3322 ], [ -109.0502,31.3322 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0f52","contributors":{"authors":[{"text":"Beal, Linda V.","contributorId":26367,"corporation":false,"usgs":true,"family":"Beal","given":"Linda","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":254318,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gold, Robert L.","contributorId":78324,"corporation":false,"usgs":true,"family":"Gold","given":"Robert L.","affiliations":[],"preferred":false,"id":254319,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}