Data for hydrologic and physical properties of Mesozoic formations in the Upper Colorado River Basin, excluding the San Juan Basin, have been collected by government agencies, private industry, property owners, and other sources. These data were compiled and analyzed so that they would be available for use by hydrologists, earth scientists, planners, and others. Five methods of data analysis are discussed. The results of these five methods are not directly comparable because of differences in the volume of an aquifer represented by each method. Aquifer tests represent the largest volume of an aquifer, specific capacity and drill-stem tests represent a smaller volume, slug-injection tests represent a still smaller volume, and laboratory tests represent the smallest volume. Because they represent large volumes of an aquifer, aquifer tests were considered to give the best estimates of hydrologic characteristics. Laboratory data for permeability to air and hydraulic conductivity were determined to be related by a simple power function.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864170","usgsCitation":"Weigel, J.F., 1987, Selected hydrologic and physical properties of Mesozoic formations in the Upper Colorado River Basin in Arizona, Colorado, Utah, and Wyoming: Excluding the San Juan Basin: U.S. Geological Survey Water-Resources Investigations Report 86-4170, v, 68 p., https://doi.org/10.3133/wri864170.","productDescription":"v, 68 p.","costCenters":[],"links":[{"id":403955,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36595.htm","linkFileType":{"id":5,"text":"html"}},{"id":59189,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159807,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4170/report-thumb.jpg"}],"country":"United States","state":"Arizona, Colorado, Utah, Wyoming","otherGeospatial":"upper Colorado River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112,\n 36\n ],\n [\n -106,\n 36\n ],\n [\n -106,\n 43\n ],\n [\n -112,\n 43\n ],\n [\n -112,\n 36\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4b90","contributors":{"authors":[{"text":"Weigel, J. F.","contributorId":74394,"corporation":false,"usgs":true,"family":"Weigel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":203220,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30413,"text":"wri874126 - 1987 - Preliminary assessment of water quality in the alluvial aquifer of the Puerco River basin, Northeastern Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri874126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4126","title":"Preliminary assessment of water quality in the alluvial aquifer of the Puerco River basin, Northeastern Arizona","docAbstract":"The quality of groundwater in the alluvial aquifer of the Puerco River basin, northeastern Arizona, was evaluated in order to assess potential contamination from uranium mining and milling operations in New Mexico. A total of 14 wells and 1 spring were sampled to determine if a contaminant plume of radionuclides or trace elements is present. The water is characterized by high dissolved solids with a median of 698 mg/l and high concentrations of alkalinity, sodium, and sulfate. Except for iron, manganese, and strontium, the concentrations of trace elements generally are below the applicable EPA and State of Arizona maximum contaminant levels. Gross alpha activity has a median of 27 picocuries/l and ranges from 4 to 42 picocuries/l. Uranium, which accounts for most of the gross alpha activity, has a median concentration of 19 micrograms/l and ranges from 1 to 38 micrograms/l. Twenty percent to 84% of the gross alpha activity was derived from other undetermined radionuclides. Other radionuclides, including radium-226 and radium-228, generally are not present in activities > 5 picocuries/l in the water. Statistical analysis of the water quality data suggest that no contaminant plume can be defined on the basis of samples from existing wells. The contamination in the alluvial aquifer apparently does not change in the downstream direction along the Puerco River. The geochemistry of radionuclides indicates that most radionuclides from the uranium-decay series are immobile or only slightly mobile, whereas uranium will not precipitate out of solution but may be removed by sorption in the alluvial aquifer. (Author 's abstract)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wri874126","usgsCitation":"Webb, R.H., Rink, G., and Radtke, D.B., 1987, Preliminary assessment of water quality in the alluvial aquifer of the Puerco River basin, Northeastern Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4126, vi, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874126.","productDescription":"vi, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160086,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4126/report-thumb.jpg"},{"id":59183,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c9b5","contributors":{"authors":[{"text":"Webb, R. H.","contributorId":13648,"corporation":false,"usgs":true,"family":"Webb","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":203207,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rink, G.R.","contributorId":63829,"corporation":false,"usgs":true,"family":"Rink","given":"G.R.","email":"","affiliations":[],"preferred":false,"id":203208,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Radtke, D. B.","contributorId":72821,"corporation":false,"usgs":true,"family":"Radtke","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":203209,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":55632,"text":"wdrMARI851 - 1987 - Water resources data, Massachusetts and Rhode Island, water year 1985","interactions":[],"lastModifiedDate":"2025-09-24T19:22:49.327834","indexId":"wdrMARI851","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"MA-RI-85-1","title":"Water resources data, Massachusetts and Rhode Island, water year 1985","docAbstract":"Water-resources data for the 1985 water year for Massachusetts and Rhode Island consist of records of stage, discharge, and water quality of streams; contents of lakes and reservoirs; and ground-water levels. This report contains discharge records for 97 gaging stations, monthend contents for 31 lakes and reservoirs, water quality for 9 gaging stations, and water levels for 104 observation wells. Also included are data for one crest-stage partial-record station. Additional water data were collected at various sites, not part of the systematic data-collection program, and are published as miscellaneous measurements. A few pertinent stations (not included above) in bordering states are also included in this report. These data represent that portion of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Massachusetts and Rhode Island.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMARI851","collaboration":"Prepared in cooperation with the States of Massachusetts and Rhode Island and with other agencies","usgsCitation":"Gadoury, R.A., Kent, D.J., Ries, K., and White, H.L., 1987, Water resources data, Massachusetts and Rhode Island, water year 1985: U.S. Geological Survey Water Data Report MA-RI-85-1, viii, 235 p., https://doi.org/10.3133/wdrMARI851.","productDescription":"viii, 235 p.","costCenters":[],"links":[{"id":496050,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/mari-85-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174969,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1985/mari-85-1/report-thumb.jpg"}],"country":"United States","state":"Massachusetts, Rhode Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -73.50297488831188,\n 42.97016577848564\n ],\n [\n -73.50297488831188,\n 41.11994266161375\n ],\n [\n -69.8918541821574,\n 41.11994266161375\n ],\n [\n -69.8918541821574,\n 42.97016577848564\n ],\n [\n -73.50297488831188,\n 42.97016577848564\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f118e","contributors":{"authors":[{"text":"Gadoury, R. A.","contributorId":26334,"corporation":false,"usgs":true,"family":"Gadoury","given":"R.","middleInitial":"A.","affiliations":[],"preferred":false,"id":253871,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kent, D. J.","contributorId":55070,"corporation":false,"usgs":true,"family":"Kent","given":"D.","middleInitial":"J.","affiliations":[],"preferred":false,"id":253873,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ries, Kernell G. III kries@usgs.gov","contributorId":1913,"corporation":false,"usgs":true,"family":"Ries","given":"Kernell G.","suffix":"III","email":"kries@usgs.gov","affiliations":[{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"preferred":false,"id":253870,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"White, H. L.","contributorId":50211,"corporation":false,"usgs":true,"family":"White","given":"H.","middleInitial":"L.","affiliations":[],"preferred":false,"id":253872,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":29608,"text":"wri864363 - 1987 - Results of intercomparison studies for the measurement of pH and specific conductance at National Atmospheric Deposition Program/National Trends Network monitoring sites, October 1981-October 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri864363","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4363","title":"Results of intercomparison studies for the measurement of pH and specific conductance at National Atmospheric Deposition Program/National Trends Network monitoring sites, October 1981-October 1985","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864363","usgsCitation":"Schroder, L., Brooks, M.H., and Willoughby, T.C., 1987, Results of intercomparison studies for the measurement of pH and specific conductance at National Atmospheric Deposition Program/National Trends Network monitoring sites, October 1981-October 1985: U.S. Geological Survey Water-Resources Investigations Report 86-4363, iv, 22 p. :ill. ;28 cm., https://doi.org/10.3133/wri864363.","productDescription":"iv, 22 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159774,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4363/report-thumb.jpg"},{"id":58432,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4363/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679d4b","contributors":{"authors":[{"text":"Schroder, L.J.","contributorId":31767,"corporation":false,"usgs":true,"family":"Schroder","given":"L.J.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":201805,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brooks, M. H.","contributorId":107735,"corporation":false,"usgs":true,"family":"Brooks","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201807,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Willoughby, T. C.","contributorId":31791,"corporation":false,"usgs":true,"family":"Willoughby","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201806,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30563,"text":"wri874010 - 1987 - Relation between ground water and surface water in the Hillsborough River basin, west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri874010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4010","title":"Relation between ground water and surface water in the Hillsborough River basin, west-central Florida","docAbstract":"The relation between groundwater and surface water in the Hillsborough River basin was defined through the use of: seismic-reflection profiling along selected reaches of the Hillsborough River, and evaluation of streamflow, rainfall, groundwater levels, water quality, and geologic data. Major municipal well fields in the basin are Morris Bridge and Cypress Creek where an averages of 15.3 and 30.0 million gal/day (mgd), respectively, were pumped in 1980. Mean annual rainfall for the study area is 53.7 inches. Average rainfall for 1980, determined from eight rainfall stations, was 49.7 inches. Evapotranspiration, corrected for the 5% of the basin that is standing water, was 35.7 in/year. The principal geohydrologic units in the basin are the surficial aquifer, the intermediate aquifer and confining beds, the Upper Floridan aquifer, the middle confining unit, and the Lower Floridan aquifer. Total pumpage of groundwater in 1980 was 98.18 mgd. The surficial aquifer and the intermediate aquifer are not used for major groundwater supply in the basin. Continuous marine seismic-reflection data collected along selected reaches of the Hillsborough River were interpreted to define the riverbed profile, the thickness of surficial deposits, and the top of persistent limestone. Major areas of groundwater discharge near the Hillsborough River and its tributaries are the wetlands adjacent to the river between the Zephyrhills gaging stations and Fletcher Avenue and the wetlands adjacent to Cypress Creek. An estimated 20 mgd seeps upward from the Upper Floridan aquifer within those wetland areas. The runoff/sq mi is greater at the Zephyrhills station than at Morris Bridge. However, results of groundwater flow models and potentiometric-surface maps indicate that groundwater is flowing upward along the Hillsborough River between the Zephyrhills gage and the Morris Bridge gage. This upward leakage is lost to evapotranspiration. An aquifer test conducted in 1978 at the Morris Bridge well field was evaluated by using an anisotropic method. Analytical results matched observed water levels within 0.1 ft. Analysis of aquifer test results indicates that withdrawals of up to 28 mgd would have a negligible effect on the river stage or flow. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874010","usgsCitation":"Wolansky, R., and Thompson, T.H., 1987, Relation between ground water and surface water in the Hillsborough River basin, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4010, vi, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874010.","productDescription":"vi, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160079,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4010/report-thumb.jpg"},{"id":59328,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d06","contributors":{"authors":[{"text":"Wolansky, R. M.","contributorId":89163,"corporation":false,"usgs":true,"family":"Wolansky","given":"R. M.","affiliations":[],"preferred":false,"id":203461,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thompson, T. H.","contributorId":23927,"corporation":false,"usgs":true,"family":"Thompson","given":"T.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":203460,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":65404,"text":"i1889 - 1987 - Controlled photomosaic of part of the Planum Australe region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:14","indexId":"i1889","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1889","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Planum Australe region of Mars","language":"ENGLISH","doi":"10.3133/i1889","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Controlled photomosaic of part of the Planum Australe region of Mars: U.S. Geological Survey IMAP 1889, 1 remote-sensing image ;63 x 62 cm., on sheet 102 x 71 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1889.","productDescription":"1 remote-sensing image ;63 x 62 cm., on sheet 102 x 71 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100943,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1889/plate-1.pdf","size":"6092","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688e06","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":533791,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30494,"text":"wri864187 - 1987 - Characteristics and properties of the basin-fill aquifer determined from three test wells west of Albuquerque, Bernalillo County, New Mexico","interactions":[],"lastModifiedDate":"2019-11-12T14:15:55","indexId":"wri864187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4187","title":"Characteristics and properties of the basin-fill aquifer determined from three test wells west of Albuquerque, Bernalillo County, New Mexico","docAbstract":"Three test wells were drilled west of Albuquerque; two are on the mesa west of the city, the third well is near the Rio Grande flood plain, west of the river. Test well 1, was drilled to a depth of 1,204 ft. Transmissivity of perforated intervals in the alluvial zone (980-1121 ft) ranged from 3.1 to 3.9 ft sq/day, and horizontal hydraulic conductivity from .02 to .03 ft/day. Vertical hydraulic conductivity of the semiconfining layer between the alluvial and volcanic zones is estimated to range from .00031 to .0031 ft/day. Transmissivity of the volcanic zone (1139-1179 ft) is about 81 ft sq/day, and horizontal hydraulic conductivity is about 2.0 ft/day. Dissolved-iron and manganese concentrations exceed recommended constituent limits for a public water supply. Vertical flow is upward; the potentiometric surface in the volcanic zone is about 2 ft higher than in the alluvial zone. Water levels are about 883 ft below land surface. Test well 2 was drilled to a depth of 1,828 ft below land surface with seven intervals open to the aquifer. During development, fine sand and silt entered the casing, filling it to a depth of 1,500 ft. The dissolved-cadmium concentration exceeds the maximum contaminant level and the dissolved-manganese concentration exceeds the recommended constituent limit for a public water supply. The vertical flow gradient is downward; the potentiometric surface in the middle and lower zones is about 17 ft lower than in the upper zones. Depth to water in the upper zone is about 767 below land surface and in the lower two zones the depth to water is about 784 ft below land surface. Test well 3 was drilled to a depth of 1,050 ft. Only the interval from 490 to 590 ft below land surface could be used to calculate transmissivity which was about 1,300 ft sq/day; horizontal hydraulic conductivity is about 13 ft/day. Quality of water is acceptable for a public water supply. Vertical flow is downward; the potentiometric surface in the deepest interval is about 7 ft lower than that in the uppermost zone. In the shallow interval from 350 to 590 ft below land surface, depth to water is about 24 ft below land surface. In the interval from 710 to 790 ft below land surface, depth to water is about 29 ft below land surface and in the interval from 870 to 1,050 ft below land surface, depth to water is 31 ft below land surface. (Author's abstract)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri864187","usgsCitation":"Wilkins, D.W., 1987, Characteristics and properties of the basin-fill aquifer determined from three test wells west of Albuquerque, Bernalillo County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 86-4187, Report: vii, 78 p.; 3 Plates: 20.36 x 28.15 inches or smaller, https://doi.org/10.3133/wri864187.","productDescription":"Report: vii, 78 p.; 3 Plates: 20.36 x 28.15 inches or smaller","costCenters":[],"links":[{"id":160163,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4187/report-thumb.jpg"},{"id":369128,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4187/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369129,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4187/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369130,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4187/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369131,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4187/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","county":"Bernalillo County","city":"Albuquerque","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106.79809570312499,\n 34.985003130171066\n ],\n [\n -106.3916015625,\n 34.985003130171066\n ],\n [\n -106.3916015625,\n 35.191766965947394\n ],\n [\n -106.79809570312499,\n 35.191766965947394\n ],\n [\n -106.79809570312499,\n 34.985003130171066\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de8ee","contributors":{"authors":[{"text":"Wilkins, D. W.","contributorId":97471,"corporation":false,"usgs":true,"family":"Wilkins","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":203348,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25912,"text":"wri864174 - 1987 - Reconnaissance of hydrology, land use, ground-water chemistry, and effects of land use on ground-water chemistry in the Albuquerque-Belen basin, New Mexico","interactions":[],"lastModifiedDate":"2022-12-15T21:23:19.822892","indexId":"wri864174","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4174","title":"Reconnaissance of hydrology, land use, ground-water chemistry, and effects of land use on ground-water chemistry in the Albuquerque-Belen basin, New Mexico","docAbstract":"In 1984, the U.S. Geological Survey began regional assessments of groundwater contamination in 14 areas, one of which was the Albuquerque-Belen basin. Groundwater recharge occurs along the basin margins. Groundwater discharge occurs as evapotranspiration in the Rio Grande valley, pumpage, and groundwater flow to the Socorro basin. Open-space land use, which primarily is used for grazing livestock, occupies the majority of the basin. In the Rio Grande valley, agricultural and residential land uses are predominant; in the area near Albuquerque, the land also is used for commercial, institutional , and industrial purposes. The Albuquerque-Belen basin was divided into seven zones on the basis of water chemistry. These water-chemistry zones indicate that large variations in water chemistry exist in the basin as the result of natural processes. Groundwater in the majority of the Albuquerque-Belen basin has a relatively low susceptibility to contamination because the depth to water is > 100 ft and there is virtually no natural mechanism for recharge to the groundwater system. Groundwater in the Rio Grande valley has a relatively high susceptibility to contamination because the depth to water is generally < 30 ft and there are many types of recharge to the groundwater system. Changes in land use may cause changes in the chemical composition of recharge to the groundwater system. The relatively large concentrations of dissolved iron in the Rio Grande valley near Albuquerque may result from the change from agricultural land use to residential land use. Recharge associated with agricultural land use is relatively oxidized because the water is in equilibrium with the atmosphere, whereas recharge associated with residential land use (onsite waste-disposal effluent) is relatively reduced and has larger concentrations of organic carbon, biological oxygen demand, and chemical oxygen demand. The constituents in the onsite waste-disposal effluent could cause reducing conditions in the aquifer and the subsequent dissolution of iron and manganese oxides. Trace metals adsorbed to these iron and manganese oxides could be remobilized in groundwater after dissolution of the oxides.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a01e4b07f02db5f8005","contributors":{"authors":[{"text":"Melcher, N.B.","contributorId":71554,"corporation":false,"usgs":true,"family":"Melcher","given":"N.B.","email":"","affiliations":[],"preferred":false,"id":252921,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Detroy, M.G.","contributorId":6066,"corporation":false,"usgs":true,"family":"Detroy","given":"M.G.","affiliations":[],"preferred":false,"id":252919,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Matthes, W.J.","contributorId":103348,"corporation":false,"usgs":true,"family":"Matthes","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":252922,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Karsten, R.A.","contributorId":51755,"corporation":false,"usgs":true,"family":"Karsten","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":252920,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":16016,"text":"ofr87711 - 1987 - Alabama ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:57","indexId":"ofr87711","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-711","title":"Alabama ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87711","usgsCitation":"Slack, L.J., and Planert, M., 1987, Alabama ground-water quality: U.S. Geological Survey Open-File Report 87-711, iv, 7 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87711.","productDescription":"iv, 7 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147921,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0711/report-thumb.jpg"},{"id":44958,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0711/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db688f6c","contributors":{"authors":[{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":172097,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":172098,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14949,"text":"ofr87735 - 1987 - Missouri ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr87735","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-735","title":"Missouri ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87735","usgsCitation":"Mesko, T.O., and Berkas, W., 1987, Missouri ground-water quality: U.S. Geological Survey Open-File Report 87-735, iv, 9 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87735.","productDescription":"iv, 9 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":145946,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0735/report-thumb.jpg"},{"id":43765,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0735/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699acc","contributors":{"authors":[{"text":"Mesko, T. O.","contributorId":83934,"corporation":false,"usgs":true,"family":"Mesko","given":"T.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":170302,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":170301,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25792,"text":"wri874076 - 1987 - Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices","interactions":[],"lastModifiedDate":"2022-12-28T22:48:11.030144","indexId":"wri874076","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4076","title":"Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices","docAbstract":"The U. S. Department of Agriculture, Soil Conservation Service, in accordance with Public Law 566, is implementing various types of water-land improvement practices in the Little Black River basin in southeastern Missouri. These practices are designed, in part, to decrease the suspended sediment (SS) transport in the basin, decrease flood damage in the basin, and improve drainage in the agricultural area. The general features of the basin, such as geology, groundwater hydrology, soils, land use, water use, and precipitation are described; surface water quantity, quality, and suspended sediment discharge are also described. The aquifers are the Mississippi River valley alluvial aquifer, which can yield about 3,500 gal/min to properly constructed wells, and the Ozark and St. Francois aquifers, which can yield from about 30 to 500 gal/min to properly constructed wells. Soils in the area have formed in loess and cherty residuum in the uplands or have formed in alluvial sediment in the lowlands. About 93% of the estimated 3 billion gal/year of water used in the basin is for crop irrigation. The average monthly precipitation varies slightly throughout the year, with an average annual precipitation of about 47 inches. Water quality data were collected at seven stations. Specific conductance values ranged from 50 to 400 microsiemens/cm at 25 C. Water temperatures ranged from 0.0 C in the winter to 33.5 C in summer. pH values ranged from 6.4 to 8.5 units. Dissolved oxygen concentrations ranged from 2.2 to 12.8 ml/l. Total nitrogen concentrations ranged from 0.13 to 2.20 ml/l as nitrogen, with organic nitrogen as the most abundant form. Phosphorus concentrations ranged from zero to 0.29 ml/l as phosphorus. Bacterial counts were largest during storm runoff in the basin with livestock waste as the significant contributor. For the period from October 1, 1980, to September 30, 1984, the average annual SS discharge ranged from 2,230 tons/yr in the headwater areas to 27,800 tons/yr at the most downstream station. The average annual SS yield ranged from 59.6 to 85.9 tons/sq mi.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874076","usgsCitation":"Berkas, W., Femmer, S.R., Mesko, T.O., and Thompson, B.W., 1987, Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices: U.S. Geological Survey Water-Resources Investigations Report 87-4076, ix, 54 p., https://doi.org/10.3133/wri874076.","productDescription":"ix, 54 p.","costCenters":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"links":[{"id":411156,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46751.htm","linkFileType":{"id":5,"text":"html"}},{"id":54539,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4076/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158357,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4076/report-thumb.jpg"}],"country":"United States","state":"Arkansas, Missouri","otherGeospatial":"Little Black River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -90.85,\n 36.8833\n ],\n [\n -90.85,\n 36.4583\n ],\n [\n -90.5,\n 36.4583\n ],\n [\n -90.5,\n 36.8833\n ],\n [\n -90.85,\n 36.8833\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a62f","contributors":{"authors":[{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":195091,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Femmer, Suzanne R. sfemmer@usgs.gov","contributorId":2668,"corporation":false,"usgs":true,"family":"Femmer","given":"Suzanne","email":"sfemmer@usgs.gov","middleInitial":"R.","affiliations":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"preferred":false,"id":195089,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mesko, T. O.","contributorId":83934,"corporation":false,"usgs":true,"family":"Mesko","given":"T.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":195092,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thompson, B. W.","contributorId":20363,"corporation":false,"usgs":true,"family":"Thompson","given":"B.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195090,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":27485,"text":"wri874164 - 1987 - Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 3","interactions":[],"lastModifiedDate":"2022-01-18T22:43:49.45933","indexId":"wri874164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4164","title":"Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 3","docAbstract":"Infiltration tests were used to evaluate the potential of basin spreading surface water as a means of artificially recharging the aquifer system in eastern San Joaquin County, California. Two infiltration sites near Lockeford and Linden were selected on the basis of information collected during the first two phases of the study. Data from the infiltration tests indicate that the two sites are acceptable for recharge by the basin-spreading method. Infiltration rates ranged between 6.7 and 10.5 ft/day near Lockeford and between 2.6 and 11.2 ft/day near Linden. Interpretation of these data is limited by lack of information on the response of the saturated zone during testing and by the inherent difficulty in extrapolating the results of small-scale tests to larger long-term operations. Lithology is a major factor that controls infiltration rates at the test sites. The unsaturated zone is characterized by heterogeneous layers of coarse- and fine- grained materials. Clay layers of low hydraulic conductivity commonly form discontinuous lenses that may cause a transient perched water table to develop during recharge. Water level measurements from wells screened in the unsaturated zone indicate that the perched water table could reach the land surface after 2 and 5 months of recharge near Lockeford and Linden, respectively. These figures probably represent the minimum time necessary for saturation of the land. Another major factor that affects infiltration rates is the quality of the recharge water, particularly the suspended sediment content. The clogging action of suspended sediment may be minimized by: (1) pretreatment of recharge water in a settling pond, (2) adherence to a routine program of monitoring and maintenance, and (3) proper design of the recharge facility. Other factors that affect infiltration rates include basin excavation technique, basin shape, and maintenance procedures. Efficient operation of the recharge facility requires careful attention to the relation between subsurface water levels and infiltration rates.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874164","usgsCitation":"Hamlin, S.N., 1987, Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 3: U.S. Geological Survey Water-Resources Investigations Report 87-4164, iv, 17 p., https://doi.org/10.3133/wri874164.","productDescription":"iv, 17 p.","costCenters":[],"links":[{"id":56336,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394485,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46823.htm"},{"id":124290,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4164/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Joaquin County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.2992,\n 37.8292\n ],\n [\n -120.933,\n 37.8292\n ],\n [\n -120.933,\n 38.25\n ],\n [\n -121.2992,\n 38.25\n ],\n [\n -121.2992,\n 37.8292\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1ac","contributors":{"authors":[{"text":"Hamlin, S. N.","contributorId":46560,"corporation":false,"usgs":true,"family":"Hamlin","given":"S.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":198199,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":41149,"text":"ofr8736 - 1987 - Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:10:51","indexId":"ofr8736","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-36","title":"Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1986","docAbstract":"This map shows the potentiometric surface of the Upper Floridan aquifer in the St. Johns River Water Management District and vicinity for September 1986. The Upper Floridan aquifer is the principal source of potable water in the area. Water level measurements were made on approximately 1,000 wells and on several springs. The potentiometric surface is shown mostly by 5-ft contour intervals. The potentiometric surface ranged from 129 ft above sea level in Polk County to 88 ft below sea level in Nassau County. The steep cone of depression of the potentiometric surface in the Fernandina Beach area of Nassau County is caused by large withdrawal of groundwater for industrial use. Many water levels in the district were equal to or lower than water levels of September 1985. Declines of as much as 2 ft from September 1985 levels were common throughout the district in response to a decline in rainfall and an increase in pumpage. The largest decline from September 1985 potentiometric surface level was 8 ft, occurring in Indian River County. Levels in many wells approached, and in a few wells exceeded, record lows. (USGS)","language":"ENGLISH","doi":"10.3133/ofr8736","usgsCitation":"Spechler, R., 1987, Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1986: U.S. Geological Survey Open-File Report 87-36, 1 map :photocopy ;103 x 63 cm., on sheet 116 x 73 cm., https://doi.org/10.3133/ofr8736.","productDescription":"1 map :photocopy ;103 x 63 cm., on sheet 116 x 73 cm.","costCenters":[],"links":[{"id":170986,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":78987,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0036/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b3d3","contributors":{"authors":[{"text":"Spechler, R. M.","contributorId":85961,"corporation":false,"usgs":true,"family":"Spechler","given":"R. M.","affiliations":[],"preferred":false,"id":224573,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2395,"text":"wsp2312 - 1987 - Geohydrology of the unsaturated zone at the burial site for low-level radioactive waste near Beatty, Nye County, Nevada","interactions":[{"subject":{"id":15210,"text":"ofr85198 - 1986 - Geohydrology of the unsaturated zone at the burial site for low-level radioactive waste near Beatty, Nye County, Nevada","indexId":"ofr85198","publicationYear":"1986","noYear":false,"title":"Geohydrology of the unsaturated zone at the burial site for low-level radioactive waste near Beatty, Nye County, Nevada"},"predicate":"SUPERSEDED_BY","object":{"id":2395,"text":"wsp2312 - 1987 - Geohydrology of the unsaturated zone at the burial site for low-level radioactive waste near Beatty, Nye County, Nevada","indexId":"wsp2312","publicationYear":"1987","noYear":false,"title":"Geohydrology of the unsaturated zone at the burial site for low-level radioactive waste near Beatty, Nye County, Nevada"},"id":1}],"lastModifiedDate":"2018-01-30T08:41:29","indexId":"wsp2312","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2312","title":"Geohydrology of the unsaturated zone at the burial site for low-level radioactive waste near Beatty, Nye County, Nevada","docAbstract":"Low-level radioactive solid waste has been buried in trenches at a site near Beatty, Nev., since 1962. In 1976, as part of a national program, the U.S. Geological Survey began a study of the geohydrology of the waste-burial site to provide a basis for estimating the potential for radionuclide migration in the unsaturated zone beneath the waste-burial trenches. Data collected include meteorological information for calibration of a long-term water-budget analysis, soil-moisture profiles, soil-water potentials, and hydraulic properties of representative unsaturated sediment samples to a depth of about 10 meters (m).
The waste-burial facility is in the northern Amargosa Desert about 170 kilometers (km) northwest of Las Vegas, Nevo The region is arid; mean annual precipitation at Lathrop Wells, 30 km south of the site, is only 7.4 centimeters (cm). The mean daily maximum temperature at Lathrop Wells in July, the hottest month, is 37 °C. The site is underlain by poorly stratified deposits of gravelly or silty sand and sandy gravel, and thick beds of clayey sediments. The total thickness of valley-fill deposits beneath the site is about 175 m; the unsaturated zone is about 85 m thick. Volumetric soil moisture to depths of 4 m ranges from 4 to 10 percent but commonly is in the range of 6 to 8 percent. Soil-water potential, measured to depths of 3 to 10 m, ranged from -10 to -70 bars. Unsaturated hydraulic conductivity computed from laboratory analyses of representative samples ranges from 10-13 to 10-14 centimeters per day (cm/d).
Evaporation studies over a 2-year (yr) period were used to calibrate a numerical procedure for analyzing long-term precipitation data and estimating annual water budgets during the 15-yr period 1962-76. This analysis (1) demonstrated that a potential exists for deep percolation (greater than 2 m), despite high annual evaporation demands, and (2) provided predictions of the time of year and the antecedent conditions that enhance the probability of deep percolation. Soil-moisture profiles obtained monthly over an 18-month (mo) period demonstrate that deep percolation does occur. Soil-moisture conditions antecedent to an observed deep-percolation event, and the time of year when the percolation occurred, support the interpretations based on long-term meteorological records.
Calculation of downward moisture movement through the waste-trench backfill material, on the basis of simplified assumptions, suggests that moisture could have penetrated as much as 6 m below land surface from 1963, when the oldest trenches were closed, to 1980, but that the moisture requirement for such penetration far exceeded the amount of moisture actually available. Steady-state downward movement of moisture at depths greater than 10 m and beneath the waste-burial trenches would be on the order of 4 cm per 1,000 yr, assuming a steady flux rate of 1x10-5 cm/d.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2312","usgsCitation":"Nichols, W., 1987, Geohydrology of the unsaturated zone at the burial site for low-level radioactive waste near Beatty, Nye County, Nevada: U.S. Geological Survey Water Supply Paper 2312, Report: v, 57 p.; 1 Plate: 20.00 x 28.53 inches, https://doi.org/10.3133/wsp2312.","productDescription":"Report: v, 57 p.; 1 Plate: 20.00 x 28.53 inches","numberOfPages":"66","costCenters":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"links":[{"id":139190,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2312/report-thumb.jpg"},{"id":28372,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2312/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28373,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2312/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Nevada","county":"Nye County","city":"Beatty","otherGeospatial":"Amargosa Desert","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a87f7","contributors":{"authors":[{"text":"Nichols, William D.","contributorId":98296,"corporation":false,"usgs":true,"family":"Nichols","given":"William D.","affiliations":[],"preferred":false,"id":145131,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14904,"text":"ofr8766 - 1987 - Analytical results and locality map for 82 well water samples from the lower Santa Cruz Basin, Pinal County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:06:46","indexId":"ofr8766","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-66","title":"Analytical results and locality map for 82 well water samples from the lower Santa Cruz Basin, Pinal County, Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8766","usgsCitation":"McHugh, J.B., and Nowlan, G., 1987, Analytical results and locality map for 82 well water samples from the lower Santa Cruz Basin, Pinal County, Arizona: U.S. Geological Survey Open-File Report 87-66, 12 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8766.","productDescription":"12 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":146313,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0066/report-thumb.jpg"},{"id":43708,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0066/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43709,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0066/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e4dd","contributors":{"authors":[{"text":"McHugh, J. B.","contributorId":79462,"corporation":false,"usgs":true,"family":"McHugh","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":170206,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nowlan, G.A.","contributorId":99131,"corporation":false,"usgs":true,"family":"Nowlan","given":"G.A.","affiliations":[],"preferred":false,"id":170207,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":21492,"text":"ofr87721 - 1987 - Hawaii ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:07:54","indexId":"ofr87721","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-721","title":"Hawaii ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87721","usgsCitation":"Yee, J.J., 1987, Hawaii ground-water quality: U.S. Geological Survey Open-File Report 87-721, iv, 7 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87721.","productDescription":"iv, 7 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":154522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0721/report-thumb.jpg"},{"id":51059,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0721/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640e62","contributors":{"authors":[{"text":"Yee, Johnson J.S.","contributorId":54232,"corporation":false,"usgs":true,"family":"Yee","given":"Johnson","email":"","middleInitial":"J.S.","affiliations":[],"preferred":false,"id":184530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":41150,"text":"ofr87688 - 1987 - Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1987","interactions":[],"lastModifiedDate":"2022-07-20T21:26:07.904016","indexId":"ofr87688","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-688","title":"Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1987","docAbstract":"This map shows the potentiometric surface of the Upper Floridan aquifer in the St. Johns River Water Management District and vicinity for September 1987. The Upper Floridan aquifer is the principal source of potable water in the area. Water level measurements were made on approximately 1,000 wells and on several springs. The potentiometric surface is shown mostly by 5-foot contour intervals. The potentiometric surface ranged from 129 feet above sea level in Polk County to 77 feet below sea level in Nassau County. Water levels in most key wells ranged from 0 to 10 feet below in May 1987 levels in response to the lack of recharge from rainfall and an attendant increase in pumpage. Declines of about 0 to 3 feet from May 1987 levels were common in most areas of the district. However, the largest declines from May 1987 levels, as much as 7 to 10 feet, were mostly in well fields along the coastline. Many levels in the district were equal to or lower than the average levels of September 1986.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87688","usgsCitation":"Bradner, L.A., 1987, Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1987: U.S. Geological Survey Open-File Report 87-688, 1 Plate: 26.40 × 44.83 inches, https://doi.org/10.3133/ofr87688.","productDescription":"1 Plate: 26.40 × 44.83 inches","costCenters":[],"links":[{"id":170987,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":404168,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17322.htm","linkFileType":{"id":5,"text":"html"}},{"id":78988,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0688/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"St. Johns River Water Management District and vicinity","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\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 -83,\n 26.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ce5","contributors":{"authors":[{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":224574,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4356,"text":"cir1020 - 1987 - National Geologic Mapping Program; goals, objectives, and long-range plans","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir1020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1020","title":"National Geologic Mapping Program; goals, objectives, and long-range plans","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/cir1020","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, National Geologic Mapping Program; goals, objectives, and long-range plans: U.S. Geological Survey Circular 1020, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir1020.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":117785,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/1020/report-thumb.jpg"},{"id":31465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/1020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698874","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":528194,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18464,"text":"ofr85421 - 1987 - Streamflow characteristics of the Colorado River Basin in Utah through September 1981","interactions":[],"lastModifiedDate":"2017-08-31T16:15:59","indexId":"ofr85421","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-421","title":"Streamflow characteristics of the Colorado River Basin in Utah through September 1981","docAbstract":"This report summarizes discharge data and other streamflow characteristics developed from gag ing-station records collected through September 1981 at 337 stations in the Colorado River Basin in Utah. Data also are included for 14 stations in adjacent areas of the bordering states of Arizona, Colorado, and Wyoming (fig. 1). The study leading to this report was done in cooperation with the U.S. Bureau of Land Management, which needs the streamflow data in order to evaluate impacts of mining on the hydrologic system. The report also will be beneficial to other Federal, State, and county agencies and to individuals concerned with water supply and water problems in the Colorado River Basin.
The streamflow characteristics in the report could be useful in many water-related studies that involve the following:
Definition of baseline-hydrologic conditions; studies of the effects of man's activities on streamflow; frequency analyses of low and high flows; regional analyses of streamflow characteristics; design of water-supply systems; water-power studies; forecasting of stream discharge; time-series analyses of streamflow; design of flood-control structures; stream-pollution studies; and water-chemistry transport studies.
The basic data used to develop the summaries in this report are records of daily and peak discharge collected by the U.S. Geological Survey and other Federal agencies. Much of the work of the Geological Survey was done in cooperation with Federal, State, and county agencies. Discharge records
included in the report generally were for stations with at least 1 complete water year of record and nearby stations that were on the same stream and had different streamflow characteristics. A water year is a 12-month period ending September 30, and it is designated by the calendar year in which it ends. For streams that have had significant changes in regulation by reservoirs or diversions, the records before and after those changes were used separately to provide streamflow characteristics for each period of homogeneous streamflow and to show the change in the characteristics. Summaries for annual peak discharge are included only for stations with 5 or more years of data. The summaries of annual lowest and highest mean-discharge frequency are reported for stations with 10 or more years of daily-discharge record and for which computer-generated frequency curves provided a reasonable fit of the plotted data.
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrVA861","usgsCitation":"Prugh, B., Easton, F., and Lynch, D.D., 1987, Water resources data for Virginia, water year 1986: U.S. Geological Survey Water Data Report VA-86-1, xii, 395 p., https://doi.org/10.3133/wdrVA861.","productDescription":"xii, 395 p.","costCenters":[],"links":[{"id":381291,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/va-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184396,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/va-86-1/report-thumb.jpg"}],"country":"United 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A total of nine samplers were used. Samples were collected weekly and analyzed for pH, specific conductance, common chemical constituents, and sample volume. Additionally, data on the duration of each sampler opening were recorded using a microdatalogger. These data disprove the common perception that samplers remain open throughout a precipitation event. The sensitivity of sampler sensors within the range tested did not have a defineable impact on sample collection. The nonnormal distribution within the data set necessitated application of the nonparametric Friedman Test to assess comparability of sample chemical composition and volume between and within sampler brands. Statistically significant differences existed for most comparisons, however the test did not permit quantification of their magnitudes. Differences in analyte concentrations between samplers were small. (USGS)","language":"ENGLISH","publisher":"The Academy,","doi":"10.3133/wri874125","usgsCitation":"Graham, R., Robertson, J., and Obal, J., 1987, An assessment of the variability in performance of wet atmospheric deposition samplers: U.S. Geological Survey Water-Resources Investigations Report 87-4125, vi, 152 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874125.","productDescription":"vi, 152 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123325,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4125/report-thumb.jpg"},{"id":56256,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684c83","contributors":{"authors":[{"text":"Graham, R.C.","contributorId":33740,"corporation":false,"usgs":true,"family":"Graham","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":198039,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robertson, J.K.","contributorId":43737,"corporation":false,"usgs":true,"family":"Robertson","given":"J.K.","email":"","affiliations":[],"preferred":false,"id":198040,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Obal, John","contributorId":97534,"corporation":false,"usgs":true,"family":"Obal","given":"John","email":"","affiliations":[],"preferred":false,"id":198041,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":13414,"text":"ofr87732 - 1987 - Michigan ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:50","indexId":"ofr87732","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-732","title":"Michigan ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87732","usgsCitation":"Dumouchelle, D., Cummings, T., and Klepper, G., 1987, Michigan ground-water quality: U.S. Geological Survey Open-File Report 87-732, iv, 8 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87732.","productDescription":"iv, 8 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":146080,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0732/report-thumb.jpg"},{"id":41841,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0732/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a56e4b07f02db62dd77","contributors":{"authors":[{"text":"Dumouchelle, D.H.","contributorId":83144,"corporation":false,"usgs":true,"family":"Dumouchelle","given":"D.H.","affiliations":[],"preferred":false,"id":167770,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cummings, T. R.","contributorId":104082,"corporation":false,"usgs":true,"family":"Cummings","given":"T. R.","affiliations":[],"preferred":false,"id":167771,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Klepper, G.R.","contributorId":67355,"corporation":false,"usgs":true,"family":"Klepper","given":"G.R.","email":"","affiliations":[],"preferred":false,"id":167769,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}