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J.","contributorId":73236,"corporation":false,"usgs":true,"family":"Stringfield","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202491,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lambert, S.C.","contributorId":92289,"corporation":false,"usgs":true,"family":"Lambert","given":"S.C.","email":"","affiliations":[],"preferred":false,"id":202492,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":18553,"text":"ofr90370 - 1990 - Concentrations of metals in bed material in the area of Congaree Swamp National Monument and in water in Cedar Creek, Richland County, South Carolina","interactions":[],"lastModifiedDate":"2016-12-16T09:18:13","indexId":"ofr90370","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-370","title":"Concentrations of metals in bed material in the area of Congaree Swamp National Monument and in water in Cedar Creek, Richland County, South Carolina","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr90370","usgsCitation":"Cooney, T.W., 1990, Concentrations of metals in bed material in the area of Congaree Swamp National Monument and in water in Cedar Creek, Richland County, South Carolina: U.S. Geological Survey Open-File Report 90-370, iii, 18 p. :maps ;28 cm., https://doi.org/10.3133/ofr90370.","productDescription":"iii, 18 p. :maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":151581,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0370/report-thumb.jpg"},{"id":47905,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0370/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","county":"Richland County, ","otherGeospatial":"Cedar Creek, Congaree Swamp National Monument","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.5185546875,\n              33.65349459599047\n            ],\n            [\n              -81.5185546875,\n              34.27310565528197\n            ],\n            [\n              -80.4913330078125,\n              34.27310565528197\n            ],\n            [\n              -80.4913330078125,\n              33.65349459599047\n            ],\n            [\n              -81.5185546875,\n              33.65349459599047\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a543d","contributors":{"authors":[{"text":"Cooney, Theodore W.","contributorId":88380,"corporation":false,"usgs":true,"family":"Cooney","given":"Theodore","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":179329,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19244,"text":"ofr90398 - 1990 - Water-quality trends and basin activities and characteristics for the Albemarle-Pamlico estuarine system, North Carolina and Virginia","interactions":[],"lastModifiedDate":"2016-12-16T09:56:08","indexId":"ofr90398","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-398","title":"Water-quality trends and basin activities and characteristics for the Albemarle-Pamlico estuarine system, North Carolina and Virginia","docAbstract":"The Albemarle-Pamlico estuarine system has a total basin area of nearly 31,000 square miles and includes the Neuse, Tar, Pamlico, Roanoke, Chowan, and Alligator Rivers, and the Albemarle, Pamlico, Currituck, Croatan, and Roanoke Sounds. Albemarle Sound receives the greatest freshwater inflow of all the sounds in the estuarine system. Inflow to this sound averages about 13,500 cubic feet per second. Inflow to Pamlico Sound from the Pamlico River averages around 5,400 cubic feet per second, and average inflow into the Neuse River estuary is about 6,100 cubic feet per second. Approximately one-half of the inflow into the system is from ground-water discharge.\r\n\r\nThe Neuse River basin has had the greatest increases in wastewater discharges (650 percent since the 1950's) and had the greatesttotal wastewater discharges of any of the basins in the study area, averaging about 200 million gallons per day in 1988. Wastewater discharges into the Neuse and Tar Rivers were nearly equal to the 7-day, 10-year low flows for these rivers.\r\n\r\nLand-use data compiled in 1973 for the lower parts of the Neuse River basin and lower part of the Tar-Pamlico River basin indicate that 25 percent of the area was evergreen forest, 25 percent was forested wetlands, 20 percent was cropland and pasture, 12 percent was mixed forest, 10 percent was nonforested wetland, and 4 percent was urban. The amount of nonforested wetland in the part of the study area along the Outer Banks declined 6.5 percent from 1973 to 1983.\r\n\r\nThe numbers of farms and acreage in agricultural use in the study area have declined since the 1920's. A decrease of more than 60 percentin the number of farms was shown between the early 1950's and 1982. Fertilizer sales increased through the 1970's, but declined in the 1980's. Manufacturing employment has increased in the last 30 years, while agricultural employment has decreased.\r\n\r\nData from seven stations of the U.S. Geological Survey National Stream Quality Accounting Network were used to evaluate water quality for the major streams flowing into the Albemarle-Pamlico estuarine system. Water-quality data for 296 stations in the estuarine system were examined for the period 1945-88.\r\n\r\nThe statistical test used for trend analysis was the Seasonal Kendall test (Hirsch and others, 1982). This nonparametric procedure is useful for analyses of water-quality properties that show non-normally distributed frequency distributions. The Seasonal Kendall trend analyses of water-quality data indicate that change has occurred in the water quality of the Albemarle-Pamlico estuarine system from 1945 to 1988. Dissolved-oxygen concentrations increased at a mean rate of 0.1 milligram per liter per year throughout the estuarine system, except in the Chowan River where decreases of approximately 0.06 milligram per liter per year occurred. In general, pH increased in streams throughout the area at a mean rate of 0.04 pH unit per year, except in the Pamlico River where pH decreased by 0.03 pH unit per year. A general increase in pH and dissolved-oxygen concentrations (if daytime measurements) might be indicative of more productive estuary conditions for algal growth. Suspended-solids concentrations decreased throughout the area at a mean rate of 1.1 milligrams per liter per year, probably as a result of a general decrease in suspended inorganic material. Increasing trends of salinity concentrations, as much as 0.1 part per thousand per year, were detected in Albemarle Sound. \r\n\r\nTotal ammonia plus organic nitrogen concentrations decreased (-0.03 milligram per liter per year) in streams throughout most of the area but increased (0.02 milligram per liter per year) in the Pamlico River. However, ammonia nitrogen concentrations decreased (-0.0035 milligram per liter per year) in the Pamlico River; therefore, increases in organic nitrogen probably caused the observed increase in combined ammonia plus organic nitrogen concentrations. This probably results from increas","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr90398","usgsCitation":"Harned, D., and Davenport, M., 1990, Water-quality trends and basin activities and characteristics for the Albemarle-Pamlico estuarine system, North Carolina and Virginia: U.S. Geological Survey Open-File Report 90-398, xii, 164 p. (some folded) :ill., maps ;28 cm., https://doi.org/10.3133/ofr90398.","productDescription":"xii, 164 p. 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,{"id":19620,"text":"ofr90106 - 1990 - Ground-water levels in Wyoming, 1980 through September 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:07:43","indexId":"ofr90106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-106","title":"Ground-water levels in Wyoming, 1980 through September 1989","docAbstract":"Groundwater levels are measured periodically in a network of 92 observation wells in Wyoming, mostly in areas where groundwater is used in large quantities for irrigation or municipal purposes. The program is conducted by the U.S. Geological Survey in cooperation with the Wyoming State Engineer. This report contains hydrographs for 92 observation wells showing water-level fluctuations from 1980 through September 1989. Also included in the report are maps showing locations of observation wells and tables listing well depths, use of water, geologic source, records available, and highest and lowest water levels for the period of record. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr90106","usgsCitation":"Kennedy, H., and Green, S.L., 1990, Ground-water levels in Wyoming, 1980 through September 1989: U.S. Geological Survey Open-File Report 90-106, iv, 132 p. :ill. ;28 cm., https://doi.org/10.3133/ofr90106.","productDescription":"iv, 132 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":153444,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0106/report-thumb.jpg"},{"id":49095,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0106/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698572","contributors":{"authors":[{"text":"Kennedy, H.I.","contributorId":54214,"corporation":false,"usgs":true,"family":"Kennedy","given":"H.I.","email":"","affiliations":[],"preferred":false,"id":181225,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Green, S. L.","contributorId":83525,"corporation":false,"usgs":true,"family":"Green","given":"S.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":181226,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29671,"text":"wri894102 - 1990 - Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the Salton Sea area, California, 1986-87","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri894102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4102","title":"Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the Salton Sea area, California, 1986-87","docAbstract":"Water, bottom sediment, and biota were sampled during 1986 and 1987 in the Salton Sea area to determine concentrations of trace elements and pesticides as part of the Department of Interior Irrigation Drainage Program. The sampling sites (12 water, 15 bottom sediment, and 5 biota) were located in the Coachella and Imperial Valleys. The focus of sampling was to determine the current or potential threat to the wildlife of the Salton National Wildlife Refuge from irrigation projects sponsored or operated by the Department of the Interior. Results of the investigation indicate that selenium is the major element of concern. Elevated concentrations of selenium in water were restricted to tile-drain effluent. The maximum selenium concentration of 300 microg/L was detected in a tile-drain sample, and the minimum concentration of 1 microg/L was detected in a composite sample of Salton Sea water. The median selenium concentration was 19 microg/L. In contrast to the water, the highest bottom-sediment selenium concentration of 3.3 mg/kg was in a composite sample from the Salton Sea. The selenium detected in samples of waterfowl and fish also are of concern, but, to date, no studies have been done in the Salton Sea area to determine if selenium has caused adverse biological effects. Concentrations of boron and manganese were elevated in tile-drain samples throughout the Imperial Valley. Boron concentrations in migratory waterfowl were at levels that could cause reproduction impairment. Elevated concentrations of chromium, nickel, and zinc were detected in the Whitewater River , but they were not associated with irrigation drainage. Organochlorine pesticide residues were detected in bottom sediment throughout the study area at levels approaching those measured more than 10 years ago. More detailed studies would be needed to determine if these residues are affecting the waterfowl. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894102","usgsCitation":"Setmire, J.G., Wolfe, J., and Stroud, R.K., 1990, Reconnaissance investigation of water quality, bottom sediment, and biota associated with irrigation drainage in the Salton Sea area, California, 1986-87: U.S. Geological Survey Water-Resources Investigations Report 89-4102, v, 68 p. :ill. ;28 cm., https://doi.org/10.3133/wri894102.","productDescription":"v, 68 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":160466,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4102/report-thumb.jpg"},{"id":58499,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4102/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db627513","contributors":{"authors":[{"text":"Setmire, J. G.","contributorId":16818,"corporation":false,"usgs":true,"family":"Setmire","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201930,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wolfe, J.C.","contributorId":107746,"corporation":false,"usgs":true,"family":"Wolfe","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":201932,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stroud, R. K.","contributorId":45660,"corporation":false,"usgs":true,"family":"Stroud","given":"R.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":201931,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":65475,"text":"i2070 - 1990 - Controlled photomosaic of the Gipul Catena region of Callisto","interactions":[],"lastModifiedDate":"2012-02-02T00:13:08","indexId":"i2070","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2070","subseriesTitle":"NONE","title":"Controlled photomosaic of the Gipul Catena region of Callisto","language":"ENGLISH","doi":"10.3133/i2070","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Controlled photomosaic of the Gipul Catena region of Callisto: U.S. Geological Survey IMAP 2070, 1 remote-sensing image ;43 cm. diam., on sheet 75 x 52 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i2070.","productDescription":"1 remote-sensing image ;43 cm. diam., on sheet 75 x 52 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100962,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2070/plate-1.pdf","size":"3592","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688bae","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":533862,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":31070,"text":"wsp2370E - 1990 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","interactions":[{"subject":{"id":13410,"text":"ofr8892 - 1988 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods","indexId":"ofr8892","publicationYear":"1988","noYear":false,"title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods"},"predicate":"SUPERSEDED_BY","object":{"id":31070,"text":"wsp2370E - 1990 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","indexId":"wsp2370E","publicationYear":"1990","noYear":false,"chapter":"E","title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods"},"id":1}],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wsp2370E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2370","chapter":"E","title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","docAbstract":"In Owens Valley, evapotranspiration (ET) is one of the largest components of outflow in the hydrologic budget and the least understood. ET estimates for December 1983 through October 1985 were made for seven representative locations selected on the basis of geohydrology and the characteristics of phreatophytic alkaline scrub and meadow communities. The Bowen-ratio, eddy-correlation, and Penman-combination methods were used to estimate ET. The results of the analyses appear satisfactory when compared with other estimates of ET. Results by the eddy-correlation method are for a direct and a residual latent-heat flux that is based on sensible-heat flux and energy-budget measurements. Penman-combination potential-ET estimates were determined to be unusable because they overestimated actual ET. Modification of the psychrometer constant of this method to account for differences between heat-diffusion resistance and vapor-diffusion resistance permitted actual ET to be estimated. \r\n\r\nThe methods described in this report may be used for studies in similar semiarid and arid rangeland areas in the Western United States. Meteorological data for three field sites are included in the appendix of this report. Simple linear regression analysis indicates that ET estimates are correlated to air temperature, vapor-density deficit, and net radiation. Estimates of annual ET range from 301 millimeters at a low-density scrub site to 1,137 millimeters at a high-density meadow site. The monthly percentage of annual ET was determined to be similar for all sites studied.","language":"ENGLISH","publisher":"U.S. G.P.O. ;For sale by the Books and Open-File Reports Section,","doi":"10.3133/wsp2370E","usgsCitation":"Duell, L.F., 1990, Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods: U.S. Geological Survey Water Supply Paper 2370, 39 p. Supercedes Open-file report 88-92, https://doi.org/10.3133/wsp2370E.","productDescription":"39 p. Supercedes Open-file report 88-92","numberOfPages":"39","costCenters":[],"links":[{"id":160546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2370e/report-thumb.jpg"},{"id":59629,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2370e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcae8","contributors":{"authors":[{"text":"Duell, Lowell F. W. Jr.","contributorId":81124,"corporation":false,"usgs":true,"family":"Duell","given":"Lowell","suffix":"Jr.","email":"","middleInitial":"F. W.","affiliations":[],"preferred":false,"id":204832,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29633,"text":"wri904101 - 1990 - Computerized stratified random site-selection approaches for design of a ground-water-quality sampling network","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri904101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4101","title":"Computerized stratified random site-selection approaches for design of a ground-water-quality sampling network","docAbstract":"Computer software was written to randomly select sites for a ground-water-quality sampling network. The software uses digital cartographic techniques and subroutines from a proprietary geographic information system. The report presents the approaches, computer software, and sample applications.\r\nIt is often desirable to collect ground-water-quality samples from various areas in a study region that have different values of a spatial characteristic, such as land-use or hydrogeologic setting. A stratified network can be used for testing hypotheses about relations between spatial characteristics and water quality, or for calculating statistical descriptions of water-quality data that account for variations that correspond to the spatial characteristic.\r\n\r\nIn the software described, a study region is subdivided into areal subsets that have a common spatial characteristic to stratify the population into several categories from which sampling sites are selected. Different numbers of sites may be selected from each category of areal subsets.\r\n\r\nA population of potential sampling sites may be defined by either specifying a fixed population of existing sites, or by preparing an equally spaced population of potential sites. In either case, each site is identified with a single category, depending on the value of the spatial characteristic of the areal subset in which the site is located. Sites are selected from one category at a time. One of two approaches may be used to select sites. Sites may be selected randomly, or the areal subsets in the category can be grouped into cells and sites selected randomly from each cell.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri904101","usgsCitation":"Scott, J.C., 1990, Computerized stratified random site-selection approaches for design of a ground-water-quality sampling network: U.S. Geological Survey Water-Resources Investigations Report 90-4101, vi, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904101.","productDescription":"vi, 109 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4101/report-thumb.jpg"},{"id":58453,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4101/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6306","contributors":{"authors":[{"text":"Scott, J. C.","contributorId":75901,"corporation":false,"usgs":true,"family":"Scott","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201850,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30162,"text":"wri904071 - 1990 - Water-quality and sediment-transport characteristics in Kenney Reservoir, White River basin, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri904071","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4071","title":"Water-quality and sediment-transport characteristics in Kenney Reservoir, White River basin, northwestern Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904071","usgsCitation":"Tobin, R., and Hollowed, C., 1990, Water-quality and sediment-transport characteristics in Kenney Reservoir, White River basin, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 90-4071, vi, 218 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904071.","productDescription":"vi, 218 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4071/report-thumb.jpg"},{"id":58963,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4071/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e73ca","contributors":{"authors":[{"text":"Tobin, R.L.","contributorId":34143,"corporation":false,"usgs":true,"family":"Tobin","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":202790,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hollowed, C.P.","contributorId":68788,"corporation":false,"usgs":true,"family":"Hollowed","given":"C.P.","email":"","affiliations":[],"preferred":false,"id":202791,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65266,"text":"i2035 - 1990 - Controlled photomosaic of Callisto","interactions":[],"lastModifiedDate":"2012-02-10T00:11:02","indexId":"i2035","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2035","subseriesTitle":"NONE","title":"Controlled photomosaic of Callisto","language":"ENGLISH","doi":"10.3133/i2035","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Controlled photomosaic of Callisto: U.S. Geological Survey IMAP 2035, 3 remote-sensing images on 1 sheet ;33 cm. diam., 39 x 101 cm., sheet 99 x 107 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i2035.","productDescription":"3 remote-sensing images on 1 sheet ;33 cm. diam., 39 x 101 cm., sheet 99 x 107 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190119,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100834,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2035/plate-1.pdf","size":"12569","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -180,-57 ], [ -180,57 ], [ 180,57 ], [ 180,-57 ], [ -180,-57 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68ae14","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":533655,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30428,"text":"wri894167 - 1990 - Effects of urbanization on peak streamflows in four Connecticut communities, 1980-84","interactions":[],"lastModifiedDate":"2025-01-13T21:10:03.077897","indexId":"wri894167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4167","title":"Effects of urbanization on peak streamflows in four Connecticut communities, 1980-84","docAbstract":"Ratios of peak flows in urban basins to peak flows in rural basins in Connecticut are about 1.5 to 6.1 for the 2-year flood and 1.1 to 4.3 for the 100-year flood. The lower ratios, in each case, apply where 30% of the area is served by storm sewers, and the higher ratios apply where 90% of the area is served by storm sewers. Peak flows for six small urban streams were determined from rainfall and runoff data collected from 1981 to 1984 and from a distributed-routing rainfall-runoff model that simulated storm runoff for the period 1951-80. Recurrence intervals of the peak flows for these streams and three other urban streams were estimated using the log-Pearson Type III method and compared with peak flows for rural streams that were computed from regression equations. A comparison of the ratios of urban to rural peak flows shows that basins where more than 50% of the area is served by storm sewers have urban to rural ratios that are outside the 95% confidence limits of the rural regression equations. Peak flows for such areas can be adjusted graphically for the effects of urbanization if the streams drain less than 10 sq mi and manmade storage is less than 4.5 million cu ft/sq mi. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894167","usgsCitation":"Weiss, L., 1990, Effects of urbanization on peak streamflows in four Connecticut communities, 1980-84: U.S. Geological Survey Water-Resources Investigations Report 89-4167, Report: v, 40 p.; 4 Plates: 21.06 x 26.95 inches or smaller, https://doi.org/10.3133/wri894167.","productDescription":"Report: v, 40 p.; 4 Plates: 21.06 x 26.95 inches or smaller","costCenters":[],"links":[{"id":59206,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4167/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466161,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47253.htm","text":"Freshwater Brook drainage basin","linkFileType":{"id":5,"text":"html"}},{"id":466162,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47254.htm","text":"Piper and Willow Brooks drainage basins","linkFileType":{"id":5,"text":"html"}},{"id":466160,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47252.htm","text":"Betts Pond and Keelers Brooks drainage basins","linkFileType":{"id":5,"text":"html"}},{"id":124500,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4167/report-thumb.jpg"},{"id":59202,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4167/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59203,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4167/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59204,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4167/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59205,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4167/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466163,"rank":10,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47255.htm","text":"Sodom and Harbor Brooks drainage basins","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Connecticut","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-71.799242,42.008065],[-71.797922,41.935395],[-71.797649,41.928556],[-71.794161,41.841101],[-71.794161,41.840141],[-71.792786,41.80867],[-71.792767,41.807001],[-71.791062,41.770273],[-71.789678,41.724734],[-71.789672,41.724569],[-71.786994,41.655992],[-71.787637,41.639917],[-71.789356,41.59691],[-71.789359,41.596852],[-71.797683,41.416709],[-71.81839,41.419599],[-71.839649,41.412119],[-71.842563,41.409855],[-71.843472,41.40583],[-71.842131,41.395359],[-71.833443,41.384524],[-71.831613,41.370899],[-71.837738,41.363529],[-71.835951,41.353935],[-71.829595,41.344544],[-71.839013,41.334042],[-71.860513,41.320248],[-71.859566,41.3224],[-71.868235,41.330941],[-71.886302,41.33641],[-71.91671,41.332217],[-71.922092,41.334518],[-71.923282,41.335113],[-71.936284,41.337959],[-71.945652,41.337799],[-71.956747,41.329871],[-71.970955,41.324526],[-71.979447,41.329987],[-71.982194,41.329861],[-71.988153,41.320577],[-72.021898,41.316838],[-72.084487,41.319634],[-72.094443,41.314164],[-72.09982,41.306998],[-72.11182,41.299098],[-72.134221,41.299398],[-72.16158,41.310262],[-72.173922,41.317597],[-72.177622,41.322497],[-72.184122,41.323997],[-72.191022,41.323197],[-72.201422,41.315697],[-72.203022,41.313197],[-72.204022,41.299097],[-72.212924,41.291365],[-72.225276,41.299047],[-72.235531,41.300413],[-72.248161,41.299488],[-72.251895,41.29862],[-72.250515,41.294386],[-72.251323,41.289997],[-72.261487,41.282926],[-72.31776,41.277782],[-72.327595,41.27846],[-72.333894,41.282916],[-72.34146,41.28011],[-72.348643,41.277446],[-72.348068,41.269698],[-72.386629,41.261798],[-72.398688,41.278172],[-72.40593,41.278398],[-72.451925,41.278885],[-72.472539,41.270103],[-72.485693,41.270881],[-72.499534,41.265866],[-72.506634,41.260099],[-72.51866,41.261253],[-72.521312,41.2656],[-72.529416,41.264421],[-72.533247,41.26269],[-72.536746,41.256207],[-72.537776,41.255646],[-72.546833,41.250718],[-72.547235,41.250499],[-72.570655,41.267744],[-72.571076,41.268054],[-72.571136,41.268098],[-72.583336,41.271698],[-72.585181,41.271321],[-72.585934,41.271168],[-72.586674,41.271017],[-72.587926,41.270761],[-72.589818,41.270375],[-72.590967,41.270141],[-72.598036,41.268698],[-72.607863,41.270387],[-72.610236,41.270795],[-72.617237,41.271998],[-72.617521,41.27194],[-72.617983,41.271845],[-72.631363,41.269092],[-72.641001,41.267108],[-72.641538,41.266998],[-72.642811,41.266884],[-72.650697,41.266178],[-72.653838,41.265897],[-72.653931,41.265931],[-72.654715,41.266219],[-72.662203,41.268964],[-72.662838,41.269197],[-72.667176,41.268192],[-72.671673,41.267151],[-72.672339,41.266997],[-72.674319,41.26552],[-72.684939,41.257597],[-72.685414,41.252607],[-72.685539,41.251297],[-72.689446,41.247629],[-72.690237,41.246887],[-72.690439,41.246697],[-72.693441,41.245493],[-72.694744,41.24497],[-72.69547,41.244948],[-72.701806,41.244752],[-72.706236,41.244615],[-72.707212,41.244585],[-72.708658,41.24454],[-72.708963,41.24453],[-72.709193,41.244523],[-72.710595,41.24448],[-72.710821,41.244812],[-72.713674,41.249007],[-72.711208,41.251018],[-72.71246,41.254167],[-72.722439,41.259138],[-72.732813,41.254727],[-72.754444,41.266913],[-72.757477,41.266913],[-72.786142,41.264796],[-72.818737,41.252244],[-72.819372,41.254061],[-72.826883,41.256755],[-72.847767,41.25669],[-72.85021,41.255544],[-72.854055,41.24774],[-72.861344,41.245297],[-72.881445,41.242597],[-72.895445,41.243697],[-72.900803,41.245864],[-72.904345,41.247297],[-72.905245,41.248297],[-72.903045,41.252797],[-72.902808,41.252894],[-72.894745,41.256197],[-72.89473,41.25626],[-72.893845,41.259897],[-72.89637,41.263949],[-72.903129,41.274794],[-72.907962,41.282549],[-72.9082,41.282932],[-72.916827,41.282033],[-72.917037,41.281905],[-72.920062,41.280056],[-72.920658,41.271574],[-72.920714,41.27078],[-72.920846,41.268897],[-72.931887,41.261139],[-72.933472,41.260024],[-72.935646,41.258497],[-72.956984,41.25292],[-72.959633,41.252228],[-72.961345,41.25178],[-72.962047,41.251597],[-72.983751,41.235364],[-72.985095,41.234358],[-72.986247,41.233497],[-72.997948,41.222697],[-73.003639,41.215287],[-73.007548,41.210197],[-73.013465,41.205479],[-73.013988,41.205062],[-73.014948,41.204297],[-73.020149,41.204097],[-73.020167,41.204237],[-73.020195,41.204446],[-73.02021,41.204568],[-73.020254,41.204906],[-73.020449,41.206397],[-73.022549,41.207197],[-73.024783,41.207435],[-73.045602,41.209658],[-73.05065,41.210197],[-73.054947,41.208468],[-73.05935,41.206697],[-73.07761,41.195176],[-73.07945,41.194015],[-73.09122,41.184153],[-73.092,41.1835],[-73.092147,41.183377],[-73.104328,41.17317],[-73.105483,41.172203],[-73.105493,41.172194],[-73.107987,41.168738],[-73.110352,41.159697],[-73.109952,41.156997],[-73.108352,41.153718],[-73.111052,41.150797],[-73.130253,41.146797],[-73.16437,41.158565],[-73.170074,41.160532],[-73.170701,41.164945],[-73.177774,41.166697],[-73.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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60fe79","contributors":{"authors":[{"text":"Weiss, L.A.","contributorId":95098,"corporation":false,"usgs":true,"family":"Weiss","given":"L.A.","affiliations":[],"preferred":false,"id":203232,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19751,"text":"ofr90168 - 1990 - Water-quality data (October 1988 through September 1989) and statistical summaries (March 1985 through September 1989) for the Clark Fork and selected tributaries from Galen to Missoula, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:53","indexId":"ofr90168","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-168","title":"Water-quality data (October 1988 through September 1989) and statistical summaries (March 1985 through September 1989) for the Clark Fork and selected tributaries from Galen to Missoula, Montana","docAbstract":"Water quality sampling was conducted at eight sites on the Clark Fork and selected tributaries from Galen to Missoula, from October 1988 through September 1989. This report presents tabulations and statistical summaries of the water quality data. Included are tabulations of streamflow, onsite water quality, and concentrations of trace elements and suspended sediment for periodic samples. Also included are tables and hydrographs of daily mean values for streamflow, suspended-sediment concentration, and suspended-sediment discharge at three mainstem stations and one tributary. Statistical summaries are presented for periodic water quality data collected from March 1985 through September 1989. Selected data are illustrated by graphs showing median concentrations of trace elements in water, relation of trace-element concentrations to suspended-sediment concentrations, and median concentrations of trace elements in suspended sediment. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports [distributor],","doi":"10.3133/ofr90168","usgsCitation":"Lambing, J., 1990, Water-quality data (October 1988 through September 1989) and statistical summaries (March 1985 through September 1989) for the Clark Fork and selected tributaries from Galen to Missoula, Montana: U.S. Geological Survey Open-File Report 90-168, iv, 68 p. :ill. ;28 cm., https://doi.org/10.3133/ofr90168.","productDescription":"iv, 68 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":154636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0168/report-thumb.jpg"},{"id":49223,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0168/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e5a08","contributors":{"authors":[{"text":"Lambing, J. H.","contributorId":100860,"corporation":false,"usgs":true,"family":"Lambing","given":"J. H.","affiliations":[],"preferred":false,"id":181444,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18988,"text":"ofr88493 - 1990 - A Mass-balance nitrate model for predicting the effects of land use on ground-water quality in municipal wellhead-protection areas","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr88493","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-493","title":"A Mass-balance nitrate model for predicting the effects of land use on ground-water quality in municipal wellhead-protection areas","docAbstract":"A mass-balance accounting model can be used to guide the management of septic systems and fertilizers to control the degradation of groundwater quality in zones of an aquifer that contributes water to public supply wells. The nitrate nitrogen concentration of the mixture in the well can be predicted for steady-state conditions by calculating the concentration that results from the total weight of nitrogen and total volume of water entering the zone of contribution to the well. These calculations will allow water-quality managers to predict the nitrate concentrations that would be produced by different types and levels of development, and to plan development accordingly. Computations for different development schemes provide a technical basis for planners and managers to compare water quality effects and to select alternatives that limit nitrate concentration in wells. Appendix A contains tables of nitrate loads and water volumes from common sources for use with the accounting model. Appendix B describes the preparation of a spreadsheet for the nitrate loading calculations with a software package generally available for desktop computers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr88493","usgsCitation":"Frimpter, M., Donohue, J., Rapacz, M., and Beye, H., 1990, A Mass-balance nitrate model for predicting the effects of land use on ground-water quality in municipal wellhead-protection areas: U.S. Geological Survey Open-File Report 88-493, 56 p.  :ill. ;28 cm., https://doi.org/10.3133/ofr88493.","productDescription":"56 p.  :ill. ;28 cm.","costCenters":[],"links":[{"id":151819,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0493/report-thumb.jpg"},{"id":48399,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0493/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd495be4b0b290850ef179","contributors":{"authors":[{"text":"Frimpter, M. H.","contributorId":34127,"corporation":false,"usgs":true,"family":"Frimpter","given":"M. H.","affiliations":[],"preferred":false,"id":180098,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Donohue, J.J.","contributorId":81925,"corporation":false,"usgs":true,"family":"Donohue","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":180101,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rapacz, M.V.","contributorId":61845,"corporation":false,"usgs":true,"family":"Rapacz","given":"M.V.","affiliations":[],"preferred":false,"id":180100,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Beye, H.G.","contributorId":38593,"corporation":false,"usgs":true,"family":"Beye","given":"H.G.","email":"","affiliations":[],"preferred":false,"id":180099,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":18981,"text":"ofr88305 - 1990 - Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas","interactions":[{"subject":{"id":18981,"text":"ofr88305 - 1990 - Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas","indexId":"ofr88305","publicationYear":"1990","noYear":false,"title":"Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas"},"predicate":"SUPERSEDED_BY","object":{"id":38448,"text":"pp1407C - 1992 - Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas, with a section on water quality and geochemistry","indexId":"pp1407C","publicationYear":"1992","noYear":false,"chapter":"C","title":"Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas, with a section on water quality and geochemistry"},"id":1}],"supersededBy":{"id":38448,"text":"pp1407C - 1992 - Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas, with a section on water quality and geochemistry","indexId":"pp1407C","publicationYear":"1992","noYear":false,"title":"Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas, with a section on water quality and geochemistry"},"lastModifiedDate":"2021-02-04T17:37:27.297554","indexId":"ofr88305","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-305","title":"Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr88305","usgsCitation":"Frenzel, P.F., Kaehler, C., and Anderholm, S., 1990, Geohydrology and simulation of ground-water flow in the Mesilla Basin, Dona Ana County, New Mexico, and El Paso County, Texas: U.S. Geological Survey Open-File Report 88-305, Report: xii, 179 p.; 5 Plates: 17.29 x 20.97 inches or smaller, https://doi.org/10.3133/ofr88305.","productDescription":"Report: xii, 179 p.; 5 Plates: 17.29 x 20.97 inches or smaller","costCenters":[],"links":[{"id":383000,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0305/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382999,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0305/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382998,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0305/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382997,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0305/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382996,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0305/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382995,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0305/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0305/report-thumb.jpg"}],"country":"United States","state":"New Mexico, Texas","county":"Dona Ana County, New Mexico, El Paso County, Texas","otherGeospatial":"Mesilla Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.85302734374999,\n              31.53640812943961\n            ],\n            [\n              -105.7159423828125,\n              31.53640812943961\n            ],\n            [\n              -105.7159423828125,\n              32.368363067704706\n            ],\n            [\n              -106.85302734374999,\n              32.368363067704706\n            ],\n            [\n              -106.85302734374999,\n              31.53640812943961\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c5b","contributors":{"authors":[{"text":"Frenzel, P. F.","contributorId":98726,"corporation":false,"usgs":true,"family":"Frenzel","given":"P.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":180088,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kaehler, C. A.","contributorId":59469,"corporation":false,"usgs":true,"family":"Kaehler","given":"C. A.","affiliations":[],"preferred":false,"id":180086,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Anderholm, S. K.","contributorId":69149,"corporation":false,"usgs":true,"family":"Anderholm","given":"S. K.","affiliations":[],"preferred":false,"id":180087,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68577,"text":"ha715 - 1990 - Reconnaissance study of the thickness of the unsaturated zone in the western conterminous United States","interactions":[{"subject":{"id":12617,"text":"ofr86402W - 1986 - Reconnaissance study of the thickness of the unsaturated zone in the western conterminous United States","indexId":"ofr86402W","publicationYear":"1986","noYear":false,"chapter":"W","title":"Reconnaissance study of the thickness of the unsaturated zone in the western conterminous United States"},"predicate":"SUPERSEDED_BY","object":{"id":68577,"text":"ha715 - 1990 - Reconnaissance study of the thickness of the unsaturated zone in the western conterminous United States","indexId":"ha715","publicationYear":"1990","noYear":false,"title":"Reconnaissance study of the thickness of the unsaturated zone in the western conterminous United States"},"id":1}],"lastModifiedDate":"2015-10-28T12:04:10","indexId":"ha715","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"715","title":"Reconnaissance study of the thickness of the unsaturated zone in the western conterminous United States","docAbstract":"<p>In 1984, the U.S. Geological Survey began a study of the geologic and hydrologic characteristics of the unsaturated zone in the western conterminous United States. The study area extends from the eastern edge of the Rocky Mountains westward and includes all or parts of the 12 westernmost conterminous States. The goal of the study is to characterize unsaturated flow systems to aid in identifying environments in the western United States that may merit further study for isolation of hazardous waste, including high- and low-level radioactive waste and other toxic waste.<br />The major physiographic areas discussed in this report (see index map below thickness map) are: (1) Rocky Mountain System consisting of the Southern, Middle, and Northern Rocky Mountains, and the Wyoming Basin; (2) Intermontane Plateaus consisting of the Basin and Range province, and the Colorado and Columbia Plateaus; and (3) Pacific Mountain System (Fenneman, 1946). Two of these areas, the Colorado and Columbia plateaus, exhibit a variety of geohydrologic conditions, and therefore are further subdivided in the discussions that follow.<br />Outstanding features peculiar to the mountainous area of the Rocky Mountain and the Pacific Mountain Systems are the high rugged mountains and steep relief. These mountains receive greater precipitation than do the lower parts of the otherwise dry western United States. Generally moisture-laden air masses move eastward across the continent, and the mountains force them to higher, cooler altitudes. As the air cools, moisture condenses and precipitates. As a result, the Rocky Mountain and Pacific Mountain Systems have annual precipitation in excess of 30 in.<br />The Wyoming Basin of the Rocky Mountain System and the Basin and Range province, Colorado Plateaus, and Columbia Plateaus of the Intermontane Plateaus generally have lower altitudes and less relief than do the mountainous areas. The climate throughout most of these provinces generally is semiarid to arid. Annual precipitation is generally less than 16 in. throughout most of the area, and is less than 4 in. in some parts. The mean annual free-water-surface evaporation ranges from 20 to 100in. A large part of the study area is subject to a water deficit because potential evapotranspiration exceeds precipitation. As a consequence of the large water deficit, ground-water recharge generally is small, surface runoff is small, perennial streams and lakes are few, and the depth to ground water commonly is large. The generalized thickness of the unsaturated zone (the depth to ground water), in the western conterminous United States is presented on the map.</p>","language":"ENGLISH","doi":"10.3133/ha715","usgsCitation":"Bedinger, M.S., and Langer, W.H., 1990, Reconnaissance study of the thickness of the unsaturated zone in the western conterminous United States: U.S. Geological Survey Hydrologic Atlas 715, 1 map :col. ;101 x 76 cm., on sheet 106 x 107 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha715.","productDescription":"1 map :col. ;101 x 76 cm., on sheet 106 x 107 cm., folded in envelope 30 x 24 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":101461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/715/report.pdf","size":"26","linkFileType":{"id":1,"text":"pdf"}},{"id":101462,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/715/plate-1.pdf","size":"16981","linkFileType":{"id":1,"text":"pdf"}},{"id":189994,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/715/report-thumb.jpg"}],"scale":"2500000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -13.333333333333334,27 ], [ -13.333333333333334,48 ], [ -10.666666666666666,48 ], [ -10.666666666666666,27 ], [ -13.333333333333334,27 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db68a2db","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":278504,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Langer, William H. blanger@usgs.gov","contributorId":1241,"corporation":false,"usgs":true,"family":"Langer","given":"William","email":"blanger@usgs.gov","middleInitial":"H.","affiliations":[{"id":387,"text":"Mineral Resources Program","active":true,"usgs":true}],"preferred":false,"id":278503,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29803,"text":"wri904033 - 1990 - Effects of impoundments on water quality of streams in the Coteau des Prairies: Upper Minnesota River basin","interactions":[],"lastModifiedDate":"2024-01-16T20:10:48.995592","indexId":"wri904033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4033","title":"Effects of impoundments on water quality of streams in the Coteau des Prairies: Upper Minnesota River basin","docAbstract":"<p>Water-quality and streamflow data were collected in the Coteau des Prairies region of southwestern Minnesota and eastern South Dakota to document the water-quality characteristics of streams and impoundments in the Coteau, and to predict the effect of proposed impoundments on the quality of water in Coteau streams.</p>\n<p>Reconnaissance data collection at 66 stream and 24 impoundment sites plus 21 inlets and outlets during 1979, and intensive data collection at 4 stream and 4 impoundment plus 9 inlet and outlet sites during 1980-84, showed that major ions, nutrients, and suspended-sediment concentrations and suspendedsediment discharge differed widely in unimpounded streams, but that maximum and median suspended-sediment concentrations were significantly reduced in impounded streams. Peak daily suspended-sediment discharges were reduced at impoundment outlets relative to the sediment discharge at their inlets. The impoundments were found to have little or no effect on stream temperature and concentrations of dissolved oxygen, dissolved solids, and major ions.</p>\n<p>Elevated concentrations of fecal bacteria were found in unimpounded streams throughout the study area and the impoundments did not substantially reduce the number of bacteria transported in the impounded streams. During summer, elevated concentrations of nitrate, ammonia, and phosphorus were present in all the impoundments. Levels of productivity were not significantly related to concentrations of total phosphorus in the euphotic zone. Real levels of productivity differed among the impoundments however, and seemed to be affected by the occurrence and duration of thermal stratification.</p>\n<p>Periods of summer stratification and accumulation of late winter snow on pool ice were frequently accompanied by near total depletion of dissolved oxygen. 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,{"id":55151,"text":"wdrNE891 - 1990 - Water resources data, Nebraska, water year 1989","interactions":[],"lastModifiedDate":"2025-06-09T17:58:17.740521","indexId":"wdrNE891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"NE-89-1","title":"Water resources data, Nebraska, water year 1989","docAbstract":"<p>Water resources data for the 1989 water year for Nebraska consist of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water quality in wells. This report contains discharge records for 160 streamflow gaging stations, 12 partial-record or miscellaneous streamflow stations, and 5 crest-stage, partial-record streamflow stations; stage and contents records for 11 lakes and reservoirs; water-quality records for 38 streamflow stations, 8 ungaged stream-sites, and 159 wells; and water-level records for 55 observation wells. These data represent that part of the National Water-Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Nebraska.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrNE891","collaboration":"Prepared in cooperation with the Nebraska Department of Water Resources, the Conservation and Survey Division of the University of Nebraska, the Nebraska Department of Environmental Control and with other State and Federal agencies","usgsCitation":"Boohar, J., Hoy, C., and Ellis, M.J., 1990, Water resources data, Nebraska, water year 1989: U.S. Geological Survey Water Data Report NE-89-1, viii, 429 p., https://doi.org/10.3133/wdrNE891.","productDescription":"viii, 429 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J.","contributorId":27840,"corporation":false,"usgs":true,"family":"Ellis","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":252803,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29897,"text":"wri894190 - 1990 - Preliminary evaluation of the effects of an abandoned oil refinery on chemical quality of water in the Arkansas River valley, Arkansas City, Kansas, 1985-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri894190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4190","title":"Preliminary evaluation of the effects of an abandoned oil refinery on chemical quality of water in the Arkansas River valley, Arkansas City, Kansas, 1985-86","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894190","usgsCitation":"Spruill, T., 1990, Preliminary evaluation of the effects of an abandoned oil refinery on chemical quality of water in the Arkansas River valley, Arkansas City, Kansas, 1985-86: U.S. Geological Survey Water-Resources Investigations Report 89-4190, vi, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894190.","productDescription":"vi, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159480,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4190/report-thumb.jpg"},{"id":58712,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4190/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58713,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4190/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3d6","contributors":{"authors":[{"text":"Spruill, T.B.","contributorId":76747,"corporation":false,"usgs":true,"family":"Spruill","given":"T.B.","affiliations":[],"preferred":false,"id":202317,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2553,"text":"wsp2366 - 1990 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","interactions":[{"subject":{"id":15559,"text":"ofr88337 - 1989 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","indexId":"ofr88337","publicationYear":"1989","noYear":false,"title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":2553,"text":"wsp2366 - 1990 - A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","indexId":"wsp2366","publicationYear":"1990","noYear":false,"title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2366","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2366","title":"A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming","docAbstract":"A physically based point-infiltration model was developed for computing infiltration of rainfall into soils and the resulting runoff from small basins in Wyoming. The user describes a 'design storm' in terms of average rainfall intensity and storm duration. Information required to compute runoff for the design storm by using the model include (1) soil type and description, and (2) two infiltration parameters and a surface-retention storage parameter. Parameter values are tabulated in the report. Rainfall and runoff data for three ephemeral-stream basins that contain only one type of soil were used to develop the model. Two assumptions were necessary: antecedent soil moisture is some long-term average, and storm rainfall is uniform in both time and space. The infiltration and surface-retention storage parameters were determined for the soil of each basin. Observed rainstorm and runoff data were used to develop a separation curve, or incipient-runoff curve, which distinguishes between runoff and nonrunoff rainfall data. The position of this curve defines the infiltration and surface-retention storage parameters. \r\n\r\nA procedure for applying the model to basins that contain more than one type of soil was developed using data from 7 of the 10 study basins. For these multiple-soil basins, the incipient-runoff curve defines the infiltration and retention-storage parameters for the soil having the highest runoff potential. Parameters were defined by ranking the soils according to their relative permeabilities and optimizing the position of the incipient-runoff curve by using measured runoff as a control for the fit. Analyses of runoff from multiple-soil basins indicate that the effective contributing area of runoff is less than the drainage area of the basin. In this study, the effective drainage area ranged from 41.6 to 71.1 percent of the total drainage area. Information on effective drainage area is useful in evaluating drainage area as an independent variable in statistical analyses of hydrologic data, such as annual peak frequency distributions and sediment yield.A comparison was made of the sum of the simulated runoff and the sum of the measured runoff for all available records of runoff-producing storms in the 10 study basins. The sums of the simulated runoff ranged from 12.0 percent less than to 23.4 percent more than the sums of the measured runoff. A measure of the standard error of estimate was computed for each data set. These values ranged from 20 to 70 percent of the mean value of the measured runoff. \r\n\r\nRainfall-simulator infiltrometer tests were made in two small basins. The amount of water uptake measured by the test in Dugout Creek tributary basin averaged about three times greater than the amount of water uptake computed from rainfall and runoff data. Therefore, infiltrometer data were not used to determine infiltration rates for this study.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2366","usgsCitation":"Rankl, J.G., 1990, A point-infiltration model for estimating runoff from rainfall on small basins in semiarid areas of Wyoming: U.S. Geological Survey Water Supply Paper 2366, v, 29 p. :ill., maps ; 28 cm., https://doi.org/10.3133/wsp2366.","productDescription":"v, 29 p. :ill., maps ; 28 cm.","costCenters":[],"links":[{"id":138619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2366/report-thumb.jpg"},{"id":28801,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2366/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a91fd","contributors":{"authors":[{"text":"Rankl, James G.","contributorId":93026,"corporation":false,"usgs":true,"family":"Rankl","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145388,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38596,"text":"pp1200US - 1990 - The National Gazetteer of the United States of America; United States concise 1990","interactions":[],"lastModifiedDate":"2012-02-02T00:10:20","indexId":"pp1200US","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1200","chapter":"US","title":"The National Gazetteer of the United States of America; United States concise 1990","language":"ENGLISH","doi":"10.3133/pp1200US","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, The National Gazetteer of the United States of America; United States concise 1990: U.S. Geological Survey Professional Paper 1200, 526 p., https://doi.org/10.3133/pp1200US.","productDescription":"526 p.","costCenters":[],"links":[{"id":119150,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1200us/report-thumb.jpg"},{"id":65408,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1200us/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b19d","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":529868,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41077,"text":"ofr90188 - 1990 - Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, September 1989","interactions":[],"lastModifiedDate":"2022-10-26T18:13:16.040466","indexId":"ofr90188","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-188","title":"Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, September 1989","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr90188","usgsCitation":"Burtell, R.T., 1990, Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, September 1989: U.S. Geological Survey Open-File Report 90-188, 1 Plate: 26.36 × 45.44 inches, https://doi.org/10.3133/ofr90188.","productDescription":"1 Plate: 26.36 × 45.44 inches","costCenters":[],"links":[{"id":170798,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":408761,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17875.htm","linkFileType":{"id":5,"text":"html"}},{"id":78937,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0188/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -83,\n              31\n            ],\n            [\n              -83,\n              26.5\n            ],\n            [\n              -80,\n              26.5\n            ],\n            [\n              -80,\n              31\n            ],\n            [\n              -83,\n              31\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682aaf","contributors":{"authors":[{"text":"Burtell, R. T.","contributorId":97551,"corporation":false,"usgs":true,"family":"Burtell","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":224439,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27216,"text":"wri894210 - 1990 - Application of a distributed-routing rainfall-runoff model to flood-frequency estimation in Somerset County, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri894210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4210","title":"Application of a distributed-routing rainfall-runoff model to flood-frequency estimation in Somerset County, New Jersey","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894210","usgsCitation":"Fulton, J., 1990, Application of a distributed-routing rainfall-runoff model to flood-frequency estimation in Somerset County, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 89-4210, vii, 78 p. :ill. ;28 cm., https://doi.org/10.3133/wri894210.","productDescription":"vii, 78 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4210/report-thumb.jpg"},{"id":56088,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4210/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67ab5e","contributors":{"authors":[{"text":"Fulton, J.L.","contributorId":49407,"corporation":false,"usgs":true,"family":"Fulton","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":197748,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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