Current meter data collected at 11 stations and water level data collected at one station in Suisun and San Pablo Bays, California, in 1986 are compiled in this report. Current-meter measurements include current speed and direction, and water temperature and salinity (computed from temperature and conductivity). For each of the 19 current-meter records, data are presented in two forms. These are: (1) results of harmonic analysis; and (2) plots of tidal current speed and direction versus time and plots of temperature and salinity versus time. Spatial distribution of the properties of tidal currents are given in graphic form. In addition, Eulerian residual currents have been compiled by using a vector-averaging technique. Water level data are presented in the form of a time-series plot and the results of harmonic analysis. (USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884027","usgsCitation":"Gartner, J.W., and Yost, B.T., 1988, Tides, and tidal and residual currents in Suisun and San Pablo bays, California, results of measurements, 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4027, v, 94 p., https://doi.org/10.3133/wri884027.","productDescription":"v, 94 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true}],"links":[{"id":56122,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158565,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4027/report-thumb.jpg"},{"id":392713,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_34533.htm"}],"country":"United States","state":"California","otherGeospatial":"Suisun and San Pablo Bays","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.5,\n 37.95\n ],\n [\n -121.833,\n 37.95\n ],\n [\n -121.833,\n 38.167\n ],\n [\n -122.5,\n 38.167\n ],\n [\n -122.5,\n 37.95\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b74e","contributors":{"authors":[{"text":"Gartner, J. W.","contributorId":81903,"corporation":false,"usgs":false,"family":"Gartner","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197808,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yost, B. T.","contributorId":19178,"corporation":false,"usgs":true,"family":"Yost","given":"B.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":197807,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27106,"text":"wri874034 - 1988 - Hydrogeology, aquifer characteristics, and ground-water flow of the surficial aquifer system, Broward County, Florida","interactions":[],"lastModifiedDate":"2022-01-10T12:39:00.489015","indexId":"wri874034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4034","title":"Hydrogeology, aquifer characteristics, and ground-water flow of the surficial aquifer system, Broward County, Florida","docAbstract":"The surficial aquifer system, in which an unconfined groundwater flow system exists, comprises the sediments from land surface to the intermediate confining unit (formerly called the Floridan aquiclude) in Broward County, Florida. These sediments have hydraulic conductivities that range more than seven orders of magnitude from about 0.001 ft/d to more than 10,000 ft/d. The sediments are grouped into (1) the Biscayne aquifer, (2) a semiconfining unit, (3) a gray limestone aquifer in west Broward County, and (4) basal sand or clayey sand. The system is about 160 ft thick in west Broward County and more than 350 ft thick in east Broward. Transmissivities, locally variable, show a clear areal trend from greater than 300,000 sq ft/day in southeast Broward County to less than 75,000 sq ft/day in the northwest part of the county. Very high transmissivity is associated with the Biscayne aquifer. Transmissivity of the gray limestone aquifer ranged from about 20,000 to 88,000 sq ft/day. Topography, water levels, geologic framework, and water quality in west Broward County suggest past and present groundwater movement is south or southeast. Drainage and urban development have greatly altered circulation patterns in east Broward County , eliminating the original coastal groundwater ridge, causing rapid surface runoff and short groundwater flow paths, and saltwater intrusion. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874034","collaboration":"Prepared in cooperation with the South Florida Water Management District","usgsCitation":"Fish, J., 1988, Hydrogeology, aquifer characteristics, and ground-water flow of the surficial aquifer system, Broward County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4034, vi, 92 p., https://doi.org/10.3133/wri874034.","productDescription":"vi, 92 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science 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Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
Multiple regression analysis was used to delineate hydrologically distinct regions in Kentucky, and to develop regression models for estimating peak discharge for unregulated streams in these regions. The regression models provide estimates of flood quantiles with associated average recurrence intervals of 2, 5, 10, 25, 50, and 100 years. The data base used in the analysis included annual peak discharge records (through water year 1985) at 266 continuous- and partial-record gaging stations in, and adjacent to, Kentucky. Selected drainage basin characteristics upstream of each gaging station were used to develop the regression equations. Flood quantiles at the gaged stations were estimated on the basis of log-Pearson Type III distribution and the methodology recommended by the U.S. Water Resources Council. Seven hydrologic regions were delineated in Kentucky on the basis of analysis of residuals from statewide and regional regression models. Regression models for estimating flood quantiles in the hydrologic regions are based on measurements of contributing drainage area, main channel slope, basin shape index, and main channel sinuosity. The regression coefficients indicated an increase in flood discharge with increasing drainage area and channel slope, and a decrease in discharge with increasing channel sinuosity and basin elongation. Accuracy of the discharge estimates from the regression models as measured by the standard error of the estimate ranged from 21 to 52%. The procedures for estimating flood quantiles vary depending on whether the estimate is for an ungaged site, an ungaged site near a gaged site on the same stream, or a gaged site. Also considered is whether the drainage area crosses hydrologic region boundaries or state lines. The methods apply only to natural flow streams drainage areas < 1 ,000 sq mi.
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Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4279","title":"Effects of fluctuating river-pool stages on ground-water levels in the adjacent alluvial aquifer in the lower Arkansas River, Arkansas","docAbstract":"The U.S. Geological Survey conducted a study in cooperation with the U.S. Army Corps of Engineers to determine the effect of fluctuating the lower Arkansas River. A network of 41 wells was used to delineate 4 cross sections adjacent to river pools 2 and 5 of the McClellan-Kerr Arkansas River Navigation System to examine groundwater levels at various distances from the river. The hydraulic gradient of water levels in the alluvial aquifer along these cross sections indicates that the river is losing water to the adjacent aquifer. The effect on groundwater levels in the alluvial aquifer caused by pool-stage fluctuations was most pronounced at distances less than about 2 miles from the Arkansas River. At distances greater than about 2 miles, the changes in groundwater levels probably were the result of water levels rising in the aquifer since the heavy summer irrigation withdrawals have ceased. An equation useful for estimating the distribution of head change an aquifer in response to river-pool-stage changes, was applied to the study area to estimate the effect of a 1-foot rise in pool stage on water levels in the adjacent alluvial aquifer after equilibrium conditions have been established. The theoretical head change (rise) in the aquifer was estimated to range from 1-foot at the Arkansas River to 0.57 foot at a distance of 5 miles away from the river. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874279","usgsCitation":"Freiwald, D., and Grosz, G., 1988, Effects of fluctuating river-pool stages on ground-water levels in the adjacent alluvial aquifer in the lower Arkansas River, Arkansas: U.S. Geological Survey Water-Resources Investigations Report 87-4279, iv, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874279.","productDescription":"iv, 22 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124180,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4279/report-thumb.jpg"},{"id":56055,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4279/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ce4b07f02db6140f1","contributors":{"authors":[{"text":"Freiwald, D.A.","contributorId":39000,"corporation":false,"usgs":true,"family":"Freiwald","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":197697,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grosz, G.D.","contributorId":90340,"corporation":false,"usgs":true,"family":"Grosz","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":197698,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26789,"text":"wri874222 - 1988 - Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming","interactions":[],"lastModifiedDate":"2022-01-21T22:44:31.982626","indexId":"wri874222","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4222","title":"Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming","docAbstract":"A method was developed to determine the average dissolved-solids yield contributed by small basins characterized by ephemeral and intermittent streams in the Green River basin in Wyoming. The method is different from that commonly used for perennial streams. Estimates of dissolved-solids discharge at eight water quality sampling stations operated by the U.S. Geological Survey in cooperation with the U.S. Bureau of Land Management range from less than 2 to 95 tons/day. The dissolved-solids yield upstream from the sampling stations ranges from 0.023 to 0.107 tons/day/sq mi. However, estimates of dissolved solids yield contributed by drainage areas between paired stations on Bitter, Salt Wells, Little Muddy, and Muddy creeks, based on dissolved-solids discharge versus drainage area, range only from 0.081 to 0.092 tons/day/sq mi. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874222","usgsCitation":"DeLong, L.L., and Wells, D.K., 1988, Estimating average dissolved-solids yield from basins drained by ephemeral and intermittent streams — Green River basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 87-4222, iv, 14 p., https://doi.org/10.3133/wri874222.","productDescription":"iv, 14 p.","costCenters":[],"links":[{"id":394737,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46876.htm"},{"id":55680,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4222/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121951,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4222/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Green River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111,\n 41\n ],\n [\n -107,\n 41\n ],\n [\n -107,\n 43\n ],\n [\n -111,\n 43\n ],\n [\n -111,\n 41\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc969","contributors":{"authors":[{"text":"DeLong, L. L.","contributorId":44530,"corporation":false,"usgs":true,"family":"DeLong","given":"L.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197004,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, D. K.","contributorId":32954,"corporation":false,"usgs":true,"family":"Wells","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197003,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27108,"text":"wri874226 - 1988 - Discharge ratings for control structures at McHenry Dam on the Fox River, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri874226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4226","title":"Discharge ratings for control structures at McHenry Dam on the Fox River, Illinois","docAbstract":"Twenty-three measurement of discharge were used to determine discharge ratings for the five adjustable sluice gates, spillway and fish ladder at McHenry Dam on the Fox River in Illinois. Discharge ratings were determined for free weir, free orifice, and submerged orifice flow regimes. Hydraulic conditions that identify flow regimes at McHenry Dam are defined by ratios between headwater depth (h1), tailwater depth (h3), and gate opening (hg). Flow under the sluice gates is identified as weir flow when the ratio of gate opening to headwater depth is greater than 0.73, and as orifice flow when hg/H1 is less than 0.73. Free orifice flow occurs when the ratio of tailwater depth to gate opening is less than 1.3, and submerged orifice flow occurs when h3/hg is greater than 1.3. Flow under the sluice gates is identified as free weir flow when the ratio of tailwater depth to headwater depth is less than 0.75, and as submerged weir flow when h3/h1 is greater than 0.75. Flow over the spillway is identified as free weir flow when the ratio of tailwater depth to headwater depth is less than 0.60, and as submerged weir flow when h3/h1 is greater than 0.60. Discharge coefficients to be used in equations to compute discharge for various hydraulic conditions were determined. Four discharge measurement, ranging from 169 to 2990 cu ft/sec, were used to define discharge coefficients that varies from 2.61 to 3.14 for free weir flow over the spillway. Nineteen discharge measurements, ranging from 180 to 4050 cu ft/sec, were used to define discharge coefficients for free weir, free orifice, and submerged orifice flow under the sluice gates. The average value of the discharge coefficient for free weir flow under the sluice gates is 3.17. Discharge coefficients for free orifice flow varied from 0.48 to 0.66 and the discharge coefficients for submerged orifice flow from the two measurements were 0.59 and 0.67. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874226","usgsCitation":"Fisk, G.G., 1988, Discharge ratings for control structures at McHenry Dam on the Fox River, Illinois: U.S. Geological Survey Water-Resources Investigations Report 87-4226, v, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874226.","productDescription":"v, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4226/report-thumb.jpg"},{"id":55968,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4226/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a985","contributors":{"authors":[{"text":"Fisk, G. G.","contributorId":27027,"corporation":false,"usgs":true,"family":"Fisk","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197564,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28162,"text":"wri884013 - 1988 - Application of the U.S. Geological Survey's precipitation-runoff modeling system to Williams Draw and Bush Draw basins, Jackson County, Colorado","interactions":[],"lastModifiedDate":"2022-01-10T22:30:39.635375","indexId":"wri884013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4013","title":"Application of the U.S. Geological Survey's precipitation-runoff modeling system to Williams Draw and Bush Draw basins, Jackson County, Colorado","docAbstract":"The U.S. Geological Survey 's precipitation-runoff modeling system was calibrated for this study by using daily streamflow data for April through September, 1980 and 1981, from the Williams Draw basin in Jackson County, Colorado. The calibrated model then was verified by using daily streamflow data for April through September, 1982 and 1983. Transferability of the model was tested by application to adjoining Bush Draw basin by using daily streamflow data for April through September, 1981 through 1983. Four model parameters were optimized in the calibration: (1) BST, base air temperature used to determine the form of precipitation (rain, snow, or a mixture); (2) SMAX, maximum available water-holding capacity of the soil zone; (3) TRNCF, transmission coefficient for the vegetation canopy over the snowpack; and (4) DSCOR, daily precipitation correction factor for snow. For calibration and verification, volume and timing of simulated streamflow were reasonably close to recorded streamflow; differences were least during years that had considerable snowpack accumulation and were most during years that had minimal or no snowpack accumulation. Calibration and optimization of parameters were facilitated by snowpack water-equivalent data. Application of the model to Bush Draw basin to test for transferability indicated inaccurate results in simulation of streamflow volume. Weighted values of SMAX, TRNCF, and DSCOR from the calibration basin were used for Bush Draw. The inadequate results obtained by use of weighted parameters indicate that snowpack water-equivalent data are needed for successful application of the precipitation-runoff modeling system in this area, because frequent windy conditions cause variations in snowpack accumulation. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884013","usgsCitation":"Kuhn, G., 1988, Application of the U.S. Geological Survey's precipitation-runoff modeling system to Williams Draw and Bush Draw basins, Jackson County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 88-4013, iv, 38 p., https://doi.org/10.3133/wri884013.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":394158,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46941.htm"},{"id":56996,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4013/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123735,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4013/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Jackson County","otherGeospatial":"Williams Draw and Bush Draw basins","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106.1667,\n 40.6667\n ],\n [\n -106.0878,\n 40.6667\n ],\n [\n -106.0878,\n 40.75\n ],\n [\n -106.1667,\n 40.75\n ],\n [\n -106.1667,\n 40.6667\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a6f5","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199318,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28422,"text":"wri884034 - 1988 - Hydrogeologic setting, water levels, and quality of water from supply wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina","interactions":[],"lastModifiedDate":"2022-01-12T20:50:10.025207","indexId":"wri884034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4034","title":"Hydrogeologic setting, water levels, and quality of water from supply wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina","docAbstract":"The Marine Corps Air Station is located in the Coastal Plain province of North Carolina. Four freshwater aquifers of sand and limestone underlie the area to a depth of about 500 feet. Saline water occurs below this depth. The aquifers are separated by three confining units that are thin and discontinuous in the southern part. Water supply is obtained from 195- to 330 feet wells in the Castle Hayne aquifer. Many wells are near landfills that have received hazardous wastes. Groundwater withdrawals have reduced hydraulic heads in the Castle Hayne some 20 feet around active production wells, creating potential for downward movement of contaminated water from the surface and for upward movement of saline water that occurs at depth. Chemical analyses of water from the Castle Hayne aquifer indicate median concentrations of iron and manganese are 0.78 and 0.08 milligrams per liter, respectively, and lead and (or) nickel exceed drinking water standards in three wells. Chloride increased from 10 to more than 40 milligrams per liter in the deepest operating well over a 45-year period. Benzene concentrations range from 0.5 to 1.9 milligrams per liter in the southern part of the Air Station but were below the 5 milligrams per liter maximum contaminant level for drinking water. Fatty acids were found in concentrations as much as 28 micrograms per liter in water from wells in an area centered around the intersection of Roosevelt Boulevard and Slocum Road. Resampling is needed to verify all constituents that indicate contamination.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884034","usgsCitation":"Lloyd, O.B., and Daniel, C.C., 1988, Hydrogeologic setting, water levels, and quality of water from supply wells at the U.S. Marine Corps Air Station, Cherry Point, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 88-4034, Report: iv, 76 p.; 1 Plate: 16.72 × 8.74 inches, https://doi.org/10.3133/wri884034.","productDescription":"Report: iv, 76 p.; 1 Plate: 16.72 × 8.74 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":394273,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46957.htm"},{"id":57222,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4034/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126672,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4034/report-thumb.jpg"},{"id":57223,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Cherry Point","otherGeospatial":"US Marine Corps Air Station","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.9444,\n 34.875\n ],\n [\n -76.85,\n 34.875\n ],\n [\n -76.85,\n 34.961\n ],\n [\n -76.9444,\n 34.9611\n ],\n [\n -76.9444,\n 34.875\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db627897","contributors":{"authors":[{"text":"Lloyd, O. B. Jr.","contributorId":97932,"corporation":false,"usgs":true,"family":"Lloyd","given":"O.","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199768,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Daniel, C. C. III","contributorId":71953,"corporation":false,"usgs":true,"family":"Daniel","given":"C.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":199767,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27854,"text":"wri874253 - 1988 - Water quality of the Lexington Reservoir, Santa Clara County, California, 1978-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri874253","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4253","title":"Water quality of the Lexington Reservoir, Santa Clara County, California, 1978-80","docAbstract":"Analysis of water samples from Lexington Reservoir and Los Gatos Creek upstream from the reservoir from June 1978 through September 1980 showed that water generally met water-quality objectives identified by California Regional Water Quality Control Board, San Francisco Bay Region. Water-temperature profiles show that Lexington Reservoir is a warm monomictic lake. During summer, dissolved-oxygen concentrations generally were not reduced below 5.0 mg/L in the hyplimnion; only once during the study did bottom waters become anoxic. Water transparency decreased with depth. The euphotic zone ranged from 1.0 to 5.4 m, depending on suspended solids and algae, and was greater in summer than in spring. Calcium and bicarbonate were dominant ions at all stations except during spring, following the rainy season, when waters were a mixed cation bicarbonate type. Nitrogen concentrations were greater in samples from reservoir stations than in those from Los Gatos Creek, with most of the nitrogen in ammonia and organic forms. The amount of dissolved nitrate appeared to be related to phytoplankton abundance. Phosphorus and trace-element concentrations were low at all stations. Estimates of net primary productivity and Carlson 's trophic-state index, based on chlorophyll-a concentrations, indicated that reservoir classification ranges from oligotrophic to mesotrophic. Blue-green algae generally were predominant in reservoir samples. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874253","usgsCitation":"Iwatsubo, R., Sylvester, M.A., and Gloege, I., 1988, Water quality of the Lexington Reservoir, Santa Clara County, California, 1978-80: U.S. Geological Survey Water-Resources Investigations Report 87-4253, vi, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874253.","productDescription":"vi, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158615,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4253/report-thumb.jpg"},{"id":56674,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4253/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7363","contributors":{"authors":[{"text":"Iwatsubo, R.T.","contributorId":79516,"corporation":false,"usgs":true,"family":"Iwatsubo","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":198788,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sylvester, M. A.","contributorId":10838,"corporation":false,"usgs":true,"family":"Sylvester","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198786,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gloege, I.S.","contributorId":15238,"corporation":false,"usgs":true,"family":"Gloege","given":"I.S.","email":"","affiliations":[],"preferred":false,"id":198787,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27578,"text":"wri884134 - 1988 - Test coring with a prototype, 4-inch-diameter, standard-valve core barrel near Pyramid Lake, Nevada","interactions":[],"lastModifiedDate":"2019-08-20T10:30:31","indexId":"wri884134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4134","title":"Test coring with a prototype, 4-inch-diameter, standard-valve core barrel near Pyramid Lake, Nevada","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri884134","usgsCitation":"Hattel, M.D., 1988, Test coring with a prototype, 4-inch-diameter, standard-valve core barrel near Pyramid Lake, Nevada: U.S. Geological Survey Water-Resources Investigations Report 88-4134, iii, 6 p. , https://doi.org/10.3133/wri884134.","productDescription":"iii, 6 p. ","costCenters":[],"links":[{"id":366711,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4134/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158917,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4134/report-thumb.jpg"}],"country":"United States","state":"Nevada","otherGeospatial":"Pyramid Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.72900390625001,\n 39.842286020743394\n ],\n [\n -119.37744140625,\n 39.842286020743394\n ],\n [\n -119.37744140625,\n 40.204050425113294\n ],\n [\n -119.72900390625001,\n 40.204050425113294\n ],\n [\n -119.72900390625001,\n 39.842286020743394\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684c8f","contributors":{"authors":[{"text":"Hattel, Michael D.","contributorId":95516,"corporation":false,"usgs":true,"family":"Hattel","given":"Michael","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198360,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26978,"text":"wri884038 - 1988 - Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota","interactions":[],"lastModifiedDate":"2025-01-10T18:24:26.924718","indexId":"wri884038","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4038","title":"Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota","docAbstract":"Hydrologric data were used to determine the premining surface-water conditions in two small basins in the Fort Union coal region of Montana and North Dakota. The two streams. Hay Creek and West Branch Antelope Creek, are ephemeral. Most of the volume and peak discharges are due to snowmelt runoff. Little rainfall runoff occurs, and volume and peak discharges for this runoff are relatively small compared to those for snowmelt runoff
Suspended-sediment concentrations for snowmelt runoff ranged from 4 to 325 milligrams per liter for the Hay Creek and West Branch Antelope Creek watersheds. At the outflow site of the Hay Creek watershed, the dominant dissolved constituents in runoff are magnesium and sulfate; at the outflow site of the West Branch Antelope Creek watershed, they are calcium, magnesium, bicarbonate, and sulfate.
The U.S. Geological Survey's Precipitation-Runoff Modeling System was calibrated for both watersheds for the snowmelt runoff. The model was not calibrated for rainfall runoff because of insufficient runoff. Sensitivity analyses indicated the model was most sensitive to the values of snow correction for daily precipitation at precipitation gages, emissivity of the air for longwave radiation, and maximum available water-holding capacity of the soil profile. Testing of several watershed delineations showed that, for well-defined snow distribution, 23 units adequately defined the variability in runoff in the Hay Creek watershed, and 36 units adequately defined the variability in runoff in the West Branch Antelope Creek watershed.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884038","usgsCitation":"Emerson, D.G., 1988, Surface-water hydrology of Hay Creek watershed, Montana, and West Branch Antelope Creek watershed, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 88-4038, vii, 111 p., https://doi.org/10.3133/wri884038.","productDescription":"vii, 111 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":55866,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4038/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157804,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4038/report-thumb.jpg"},{"id":466021,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46961.htm","text":"Hay Creek","linkFileType":{"id":5,"text":"html"}},{"id":466022,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46962.htm","text":"West Branch Antelope Creek","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Montana, North Dakota","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -101.9556,\n 47.4083\n ],\n [\n -101.9556,\n 47.333\n ],\n [\n -101.85,\n 47.333\n ],\n [\n -101.85,\n 47.4083\n ],\n [\n -101.9556,\n 47.4083\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -104.1667,\n 47.0433\n ],\n [\n -104.1667,\n 46.9497\n ],\n [\n -104.0692,\n 46.9497\n ],\n [\n -104.0692,\n 47.0433\n ],\n [\n -104.1667,\n 47.0433\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a6c1","contributors":{"authors":[{"text":"Emerson, Douglas G.","contributorId":40579,"corporation":false,"usgs":true,"family":"Emerson","given":"Douglas","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28620,"text":"wri884158 - 1988 - Recharge to the Eagle Valley ground-water basin by streamflow in Vicee Canyon, west-central Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri884158","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4158","title":"Recharge to the Eagle Valley ground-water basin by streamflow in Vicee Canyon, west-central Nevada","docAbstract":"Recharge to groundwater could be increased by adding imported water to natural surface water flow in Vicee Canyon, in Eagle Valley, Nevada, where municipal pumping has caused as much as 50 ft of water level decline since 1972. Measurements of infiltration rates, percolation rates, and hydraulic conductivity indicate that the area could be conducive to artificial recharge from infiltration of augmented streamflow. Runoff creates natural infiltration beds on the floor of Vicee Canyon, but baseflow causes channelization and armoring of the stream channel, reducing infiltration rates from about 4 inches to 1 inch/hour. A water balance of the streamflow in Vicee Canyon indicates that 60 to 70% becomes recharge, and the remainder is lost to evaporation from a nearby gravel pit and evapotranspiration on the canyon floor. Estimates of recharge from measurements in the unsaturated and saturated zones account for about 45% of the total streamflow. Application of a groundwater flow model indicates that at present pumping rates, water levels below Vicee Canyon and at a nearby municipal well may rise about 15-30 ft after 5 years as a result of about 1 cu ft/sec of augmented streamflow infiltration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884158","usgsCitation":"Maurer, D.K., and Fischer, J., 1988, Recharge to the Eagle Valley ground-water basin by streamflow in Vicee Canyon, west-central Nevada: U.S. Geological Survey Water-Resources Investigations Report 88-4158, vi, 65 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884158.","productDescription":"vi, 65 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159117,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4158/report-thumb.jpg"},{"id":57451,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4158/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a203","contributors":{"authors":[{"text":"Maurer, D. K.","contributorId":37757,"corporation":false,"usgs":true,"family":"Maurer","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200126,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fischer, J.M. 0000-0003-2996-9272","orcid":"https://orcid.org/0000-0003-2996-9272","contributorId":74419,"corporation":false,"usgs":true,"family":"Fischer","given":"J.M.","affiliations":[],"preferred":false,"id":200127,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26723,"text":"wri864361 - 1988 - Simulation of flow and transport in the lower Mississippi River, Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri864361","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4361","title":"Simulation of flow and transport in the lower Mississippi River, Louisiana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864361","usgsCitation":"Curwick, P., 1988, Simulation of flow and transport in the lower Mississippi River, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 86-4361, v, 38 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864361.","productDescription":"v, 38 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158262,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4361/report-thumb.jpg"},{"id":55595,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4361/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55596,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4361/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2e7f","contributors":{"authors":[{"text":"Curwick, P.B.","contributorId":24820,"corporation":false,"usgs":true,"family":"Curwick","given":"P.B.","email":"","affiliations":[],"preferred":false,"id":196891,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27620,"text":"wri864113 - 1988 - Hydrologic analysis of the Rio Grande basin north of Embudo, New Mexico, Colorado and New Mexico","interactions":[],"lastModifiedDate":"2022-02-04T15:35:03.304208","indexId":"wri864113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4113","title":"Hydrologic analysis of the Rio Grande basin north of Embudo, New Mexico, Colorado and New Mexico","docAbstract":"Water yield was estimated for each of the five regions that represent contrasting hydrologic regimes in the 10,400 square miles of the Rio Grande basin above Embudo, New Mexico. Water yield was estimated as 2,800 cubic feet per second for the San Juan Mountains, and 28 cubic feet per second for the Taos Plateau. Evapotranspiration exceeded precipitation by 150 cubic feet per second on the Costilla Plains and 2,400 cubic feet per second on the Alamosa Basin. A three-dimensional model was constructed to represent the aquifer system in the Alamosa Basin. A preliminary analysis concluded that: (1) a seven-layer model representing 3,200 feet of saturated thickness could accurately simulate the behavior of the flow equation; and (2) the 1950 condition was approximately stable and would be a satisfactory initial condition. Reasonable modifications to groundwater withdrawals simulated 1950-79 water-level declines close to measured value. Sensitivity tests indicated that evapotranspiration salvage was the major source, 69 to 82 percent, of groundwater withdrawals. Evapotranspiration salvage was projected to be the source of most withdrawals.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864113","usgsCitation":"Hearne, G.A., and Dewey, J.D., 1988, Hydrologic analysis of the Rio Grande basin north of Embudo, New Mexico, Colorado and New Mexico: U.S. Geological Survey Water-Resources Investigations Report 86-4113, Report: vii, 244 p.; 1 Plate: 19.60 × 26.36 inches, https://doi.org/10.3133/wri864113.","productDescription":"Report: vii, 244 p.; 1 Plate: 19.60 × 26.36 inches","costCenters":[],"links":[{"id":119869,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4113/report-thumb.jpg"},{"id":56486,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4113/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4113/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":395408,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36557.htm"}],"country":"United States","state":"Colorado, New Mexico","otherGeospatial":"Rio Grande basin north of Embudo","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -107.533,\n 36\n ],\n [\n -105.183,\n 36\n ],\n [\n -105.183,\n 38.436\n ],\n [\n -107.533,\n 38.436\n ],\n [\n -107.533,\n 36\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683506","contributors":{"authors":[{"text":"Hearne, G. A.","contributorId":6450,"corporation":false,"usgs":true,"family":"Hearne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198422,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dewey, J. D.","contributorId":103326,"corporation":false,"usgs":true,"family":"Dewey","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198423,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27714,"text":"wri884058 - 1988 - Calibration and standardization of geophysical well-logging equipment for hydrologic applications","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri884058","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4058","title":"Calibration and standardization of geophysical well-logging equipment for hydrologic applications","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884058","usgsCitation":"Hodges, R., 1988, Calibration and standardization of geophysical well-logging equipment for hydrologic applications: U.S. Geological Survey Water-Resources Investigations Report 88-4058, iv, 25 p. :ill. ;28 cm., https://doi.org/10.3133/wri884058.","productDescription":"iv, 25 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4058/report-thumb.jpg"},{"id":56558,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f95bd","contributors":{"authors":[{"text":"Hodges, R.E.","contributorId":45350,"corporation":false,"usgs":true,"family":"Hodges","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":198577,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27357,"text":"wri864083 - 1988 - Procedures for determining drainage areas using a digitizer, digital computer, and topographic maps","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri864083","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4083","title":"Procedures for determining drainage areas using a digitizer, digital computer, and topographic maps","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864083","usgsCitation":"Gold, R., and Winkless, D., 1988, Procedures for determining drainage areas using a digitizer, digital computer, and topographic maps: U.S. Geological Survey Water-Resources Investigations Report 86-4083, iv, 33 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864083.","productDescription":"iv, 33 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158730,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4083/report-thumb.jpg"},{"id":56217,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db66099b","contributors":{"authors":[{"text":"Gold, R.L.","contributorId":97918,"corporation":false,"usgs":true,"family":"Gold","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":197975,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winkless, Dan","contributorId":11254,"corporation":false,"usgs":true,"family":"Winkless","given":"Dan","email":"","affiliations":[],"preferred":false,"id":197974,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":55187,"text":"wdrHI872 - 1988 - Water resources data for Hawaii and other Pacific areas, water year 1987: Volume 2. Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, and American Samoa","interactions":[],"lastModifiedDate":"2026-03-06T15:39:20.352396","indexId":"wdrHI872","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-87-2","title":"Water resources data for Hawaii and other Pacific areas, water year 1987: Volume 2. Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, and American Samoa","docAbstract":"Volume 2 of water resources data for the 1987 water year for other Pacific areas consists of records of streamflow and stage of 2 lakes and a reservoir; and water levels and water quality in wells. This report contains discharge records for 26 gaging stations; stage only record for 3 gaging stations; water temperature for 26 gaging stations; and water levels for 36 observations wells and water quality for 64 ground-water sites. Also included are 12 low-flow and 2 crest-stage partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating Governments and Federal agencies in other Pacific areas.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI872","collaboration":"Prepared in cooperation with the Governments of Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, American Samoa, and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Water resources data for Hawaii and other Pacific areas, water year 1987, volume 2, Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, and American Samoa: U.S. Geological Survey Water Data Report HI-87-2, 108 p., https://doi.org/10.3133/wdrHI872.","productDescription":"viii, 108 p.","costCenters":[],"links":[{"id":180993,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/hi-87-2/report-thumb.jpg"},{"id":500859,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/hi-87-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6ef9","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":532290,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chinn, Salwyn S.W.","contributorId":91082,"corporation":false,"usgs":true,"family":"Chinn","given":"Salwyn","email":"","middleInitial":"S.W.","affiliations":[],"preferred":false,"id":956464,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tateishi, Grace A.","contributorId":362753,"corporation":false,"usgs":false,"family":"Tateishi","given":"Grace","middleInitial":"A.","affiliations":[],"preferred":false,"id":956465,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Yee, Johnson J.S.","contributorId":54232,"corporation":false,"usgs":true,"family":"Yee","given":"Johnson","email":"","middleInitial":"J.S.","affiliations":[],"preferred":false,"id":956466,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":19457,"text":"ofr88316 - 1988 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","interactions":[{"subject":{"id":19457,"text":"ofr88316 - 1988 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","indexId":"ofr88316","publicationYear":"1988","noYear":false,"title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States"},"predicate":"SUPERSEDED_BY","object":{"id":38461,"text":"pp1416B - 1991 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","indexId":"pp1416B","publicationYear":"1991","noYear":false,"chapter":"B","title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States"},"id":1}],"supersededBy":{"id":38461,"text":"pp1416B - 1991 - Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","indexId":"pp1416B","publicationYear":"1991","noYear":false,"title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States"},"lastModifiedDate":"2020-02-05T07:05:19","indexId":"ofr88316","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-316","title":"Geohydrologic units of the Mississippi embayment and Texas coastal uplands aquifer systems, south-central United States","docAbstract":"No abstract available.
Water resources data for the 1987 water year for Tennessee consist of records of stage, discharge, and water quality of streams and springs; stage, contents, and water quality of lakes and reservoirs; water levels and water quality of wells; and quantity and quality of precipitation. This report contains discharge records for 100 gaging stations; stage only records for 6 gaging stations; elevation and contents for 27 lakes and reservoirs; water quality for 37 stations and 149 wells; water levels for 32 observation wells; and 1 precipitation station. Also included are 89 crest-stage partial-record stations and 82 low-flow partial-record stations. Additional water data were collected at various stream and spring sites not involved in the systematic data collection program and are published as miscellaneous measurements and analyses. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Tennessee.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrTN871","collaboration":"Prepared in cooperation with the Tennessee Department of Health and Environment, Office of Water Management; the Tennessee Valley Authority; and with other State, County, municipal, and Federal agencies","usgsCitation":"Lowery, J., Counts, P., Edmiston, H., and Edwards, F., 1988, Water resources data for Tennessee, water year 1987: U.S. Geological Survey Water Data Report TN-87-1, xxii, 437 p., https://doi.org/10.3133/wdrTN871.","productDescription":"xxii, 437 p.","costCenters":[],"links":[{"id":184188,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/tn-87-1/report-thumb.jpg"},{"id":495311,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/tn-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc95a","contributors":{"authors":[{"text":"Lowery, J.F.","contributorId":18367,"corporation":false,"usgs":true,"family":"Lowery","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":256794,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Counts, P.H.","contributorId":65150,"corporation":false,"usgs":true,"family":"Counts","given":"P.H.","email":"","affiliations":[],"preferred":false,"id":256795,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Edmiston, H.L.","contributorId":107361,"corporation":false,"usgs":true,"family":"Edmiston","given":"H.L.","email":"","affiliations":[],"preferred":false,"id":256797,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Edwards, F.D.","contributorId":74060,"corporation":false,"usgs":true,"family":"Edwards","given":"F.D.","email":"","affiliations":[],"preferred":false,"id":256796,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":1093,"text":"wsp2316 - 1988 - Methods for delineating flood-prone areas in the Great Basin of Nevada and adjacent states","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp2316","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"2316","title":"Methods for delineating flood-prone areas in the Great Basin of Nevada and adjacent states","docAbstract":"The Great Basin is a region of about 210,000 square miles having no surface drainage to the ocean; it includes most of Nevada and parts of Utah, California, Oregon, Idaho, and Wyoming. The area is characterized by many parallel mountain ranges and valleys trending north-south. Stream channels usually are well defined and steep within the mountains, but on reaching the alluvial fan at the canyon mouth, they may diverge into numerous distributary channels, be discontinuous near the apex of the fan, or be deeply entrenched in the alluvial deposits. Larger rivers normally have well-defined channels to or across the valley floors, but all terminate at lakes or playas. \r\n\r\nMajor floods occur in most parts of the Great Basin and result from snowmelt, frontal-storm rainfall, and localized convective rainfall. Snowmelt floods typically occur during April-June. Floods resulting from frontal rain and frontal rain on snow generally occur during November-March. Floods resulting from convective-type rainfall during localized thunderstorms occur most commonly during the summer months. \r\n\r\nMethods for delineating flood-prone areas are grouped into five general categories: Detailed, historical, analytical, physiographic, and reconnaissance. The detailed and historical methods are comprehensive methods; the analytical and physiographic are intermediate; and the reconnaissance method is only approximate. Other than the reconnaissance method, each method requires determination of a T-year discharge (the peak rate of flow during a flood with long-term average recurrence interval of T years) and T-year profile and the development of a flood-boundary map. The procedure is different, however, for each method. Appraisal of the applicability of each method included consideration of its technical soundness, limitations and uncertainties, ease of use, and costs in time and money. \r\n\r\nOf the five methods, the detailed method is probably the most accurate, though most expensive. It is applicable to hydraulic and topographic conditions found in many parts of the Great Basin. \r\n\r\nThe historical method is also applicable over a wide range of conditions and is less expensive than the detailed method. However, it requires more historical flood data than are usually available, and experience and judgement are needed to obtain meaningful results. \r\n\r\nThe analytical method is also less expensive than the \r\ndetailed method and can be used over a wide range of conditions in which the T-year discharge can be determined directly. Experience, good judgement, and thorough knowledge of hydraulic principles are required to obtain adequate results, and the method has limited application in other than rigid-channel situations. \r\n\r\nThe physiographic method is applicable to rigid-boundary channels and is less accurate than the detailed method. \r\n\r\nThe reconnaissance method is relatively imprecise, but it may be the most rational method to use on alluvial fans or valley floors with discontinuous channels. \r\n\r\nIn general, a comprehensive method is most suitable for use with rigid-bank streams in urban areas; only an approximate method seems justified in undeveloped areas.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2316","usgsCitation":"Burkham, D., 1988, Methods for delineating flood-prone areas in the Great Basin of Nevada and adjacent states: U.S. Geological Survey Water Supply Paper 2316, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2316.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2316/report-thumb.jpg"},{"id":25823,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2316/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a19d","contributors":{"authors":[{"text":"Burkham, D. E.","contributorId":97073,"corporation":false,"usgs":true,"family":"Burkham","given":"D. E.","affiliations":[],"preferred":false,"id":143164,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2191,"text":"wsp2336A - 1988 - Simulation of flow in the Edwards Aquifer, San Antonio region, Texas, and refinement of storage and flow concepts","interactions":[{"subject":{"id":14775,"text":"ofr86532 - 1987 - Simulation of flow in the Edwards Aquifer, San Antonio region, Texas, and refinement of storage and flow concepts","indexId":"ofr86532","publicationYear":"1987","noYear":false,"title":"Simulation of flow in the Edwards Aquifer, San Antonio region, Texas, and refinement of storage and flow concepts"},"predicate":"SUPERSEDED_BY","object":{"id":2191,"text":"wsp2336A - 1988 - Simulation of flow in the Edwards Aquifer, San Antonio region, Texas, and refinement of storage and flow concepts","indexId":"wsp2336A","publicationYear":"1988","noYear":false,"chapter":"A","title":"Simulation of flow in the Edwards Aquifer, San Antonio region, Texas, and refinement of storage and flow concepts"},"id":1}],"lastModifiedDate":"2016-08-05T11:55:09","indexId":"wsp2336A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"2336","chapter":"A","title":"Simulation of flow in the Edwards Aquifer, San Antonio region, Texas, and refinement of storage and flow concepts","docAbstract":"The Edwards aquifer is a complexly faulted, carbonate aquifer lying within the Balcones fault zone of south-central Texas. The aquifer consists of thin- to massive-bedded limestone and dolomite, most of which is in the form of mudstones and wackestones. Well-developed secondary porosity has formed in association with former erosional surfaces within the carbonate rocks, within dolomitized-burrowed tidal and evaporitic deposits, and along inclined fractures to produce an aquifer with transmissivities greater than 100 ft2/s. The aquifer is recharged mainly by streamflow losses in the outcrop area of the Edwards aquifer and is discharged by major springs located at considerable distances, as much as 150 mi, from the areas of recharge and by wells. Ground-water flow within the Edwards aquifer of the San Antonio region was simulated to investigate concepts relating to the storage and flow characteristics. The concepts of major interest were the effects of barrier faults on flow direction, water levels, springflow, and storage within the aquifer. A general-purpose, finite-difference model, modified to provide the capability of representing barrier faults, was used to simulate ground-water flow and storage in the aquifer. The approach in model development was to conduct a series of simulations beginning with a simple representation of the aquifer framework and then proceeding to subsequent representations of increasing complexity. The simulations investigated the effects of complex geologic structures and of significant changes in transmissivity, anisotropy, and storage coefficient. Initial values of transmissivity, anisotropy, and storage coefficient were estimated based on concepts developed in previous studies. Results of the simulations confirmed the original estimates of transmissivity values (greater than 100 square feet/s) in the confined zone of the aquifer between San Antonio and Comal Springs. A storage coefficient of 0.05 in the unconfined zone of the aquifer produced the best simulation of water levels and springflow. A major interpretation resulting from the simulations is that two essentially independent areas of regional flow were identified in the west and central part of the study area. Flows from the two areas converge at Comal Springs. The directions of computed flux vectors reflected the presence of major barrier faults, which locally deflect patterns of ground-water movement. The most noticeable deflection is the convergence of flow through a geologic structural opening, the Knippa gap, in eastern Uvalde County. A second significant interpretation is that ground-water flow in northeastern Bexar, Comal, and Hays Counties is diverted by barrier faults toward San Marcos Springs, a regional discharge point. Simulations showed that several barrier faults in the northwestern part of the San Antonio area had a significant effect on storage, water levels, and springflow within the Edwards aquifer.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2336A","usgsCitation":"Maclay, R.W., and Land, L.F., 1988, Simulation of flow in the Edwards Aquifer, San Antonio region, Texas, and refinement of storage and flow concepts: U.S. Geological Survey Water Supply Paper 2336, iv, 48 p., https://doi.org/10.3133/wsp2336A.","productDescription":"iv, 48 p.","endPage":"54","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":27832,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2336a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138266,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2336a/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Edwards Aquifer","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2e45","contributors":{"authors":[{"text":"Maclay, Robert W.","contributorId":13210,"corporation":false,"usgs":true,"family":"Maclay","given":"Robert","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144799,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Land, Larry F.","contributorId":60612,"corporation":false,"usgs":true,"family":"Land","given":"Larry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":144800,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1684,"text":"wsp2322 - 1988 - Leachate migration from an in-situ oil-shale retort near Rock Springs, Wyoming","interactions":[{"subject":{"id":13826,"text":"ofr85575 - 1986 - Leachate migration from an in situ oil-shale retort near Rock Springs, Wyoming","indexId":"ofr85575","publicationYear":"1986","noYear":false,"title":"Leachate migration from an in situ oil-shale retort near Rock Springs, Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":1684,"text":"wsp2322 - 1988 - Leachate migration from an in-situ oil-shale retort near Rock Springs, Wyoming","indexId":"wsp2322","publicationYear":"1988","noYear":false,"title":"Leachate migration from an in-situ oil-shale retort near Rock Springs, Wyoming"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp2322","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"2322","title":"Leachate migration from an in-situ oil-shale retort near Rock Springs, Wyoming","docAbstract":"Hydrogeologic factors influencing leachate movement from an in-situ oil-shale retort near Rock Springs, Wyoming, were investigated through models of ground-water flow and solute transport. Leachate, indicated by the conservative ion thiocyanate, has been observed ? mile downgradient from the retort. The contaminated aquifer is part of the Green River Formation and consists of thin, permeable layers of tuff and sandstone interbedded with oil shale. Most solute migration has occurred in an 8-foot sandstone at the top of the aquifer. Ground-water flow in the study area is complexly three dimensional and is characterized by large vertical variations in hydraulic head. The solute-transport model was used to predict the concentration of thiocyanate at a point where ground water discharges to the land surface. Leachate with peak concentrations of thiocyanate--45 milligrams per liter or approximately one-half the initial concentration of retort water--was estimated to reach the discharge area during January 1985. \r\n\r\nThis report describes many of th3 advantages, as well as the problems, of site-specific studies. Data such as the distribution of thin, permeable beds or fractures might introduce an unmanageable degree of complexity to basin-wide studies but can be incorporated readily into site-specific models. Solute migration in the study area occurs primarily in thin, permeable beds rather than in oil-shale strata. Because of this behavior, leachate traveled far greater distances than might otherwise have been expected. The detail possible in site-specific models permits more accurate prediction of solute transport than is possible with basin-wide models. A major problem in site-specific studies is identifying model boundaries that permit the accurate estimation of aquifer properties. If the quantity of water flowing through a study area cannot be determined prior to modeling, the hydraulic conductivity and ground-water velocity will be poorly estimated.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2322","usgsCitation":"Glover, K.C., 1988, Leachate migration from an in-situ oil-shale retort near Rock Springs, Wyoming: U.S. Geological Survey Water Supply Paper 2322, iv, 26 p. ;28 cm., https://doi.org/10.3133/wsp2322.","productDescription":"iv, 26 p. ;28 cm.","costCenters":[],"links":[{"id":138106,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2322/report-thumb.jpg"},{"id":26765,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2322/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89cd","contributors":{"authors":[{"text":"Glover, Kent C.","contributorId":53766,"corporation":false,"usgs":true,"family":"Glover","given":"Kent","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":143968,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1037,"text":"wsp2234H - 1988 - Dissolved silica in the tidal Potomac River and Estuary, 1979-81 water years","interactions":[],"lastModifiedDate":"2022-02-15T19:17:56.226431","indexId":"wsp2234H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"2234","chapter":"H","title":"Dissolved silica in the tidal Potomac River and Estuary, 1979-81 water years","docAbstract":"The Potomac River at Chain Bridge is the major riverine source of dissolved silica (DSi) to the tidal Potomac River and Estuary. DSi concentrations at Chain Bridge are positively correlated with river discharge; river discharge is an important factor controlling rates of supply, dilution, and residence time. When river flow is high, the longitudinal DSi distribution is conservative. When river flow is low, other processes, such as phytoplankton uptake, benthic flux, resuspension, ground-water discharge, and water-column dissolution of diatoms, tend to be more influential than the river. Elevated concentrations of DSi in sewage-treatment-plant effluent in the Washington, D.C., area raise the DSi concentration of receiving Potomac River water. The tidal river zone serves as a net sink for DSi as a result of phytoplankton uptake. Ultimately, the biogenic silica from the tidal river is transported to the transition zone, where it is mineralized. As a result, the DSi concentration in the transition zone increases during summer. The DSi concentrations in the estuarine zone are largely controlled by dilution by Chesapeake Bay water and by phytoplankton uptake.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"A water quality study of the tidal Potomac River and Estuary","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2234H","usgsCitation":"Blanchard, S.F., 1988, Dissolved silica in the tidal Potomac River and Estuary, 1979-81 water years: U.S. Geological Survey Water Supply Paper 2234, vii, 48 p., https://doi.org/10.3133/wsp2234H.","productDescription":"vii, 48 p.","costCenters":[],"links":[{"id":395974,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25303.htm"},{"id":25678,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2234h/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2234h/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Potomac River and Estuary","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.51953125,\n 37.896530447543\n ],\n [\n -76.2945556640625,\n 37.896530447543\n ],\n [\n -76.2945556640625,\n 38.839707613545144\n ],\n [\n -77.51953125,\n 38.839707613545144\n ],\n [\n -77.51953125,\n 37.896530447543\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a21b","contributors":{"authors":[{"text":"Blanchard, Stephen F.","contributorId":54966,"corporation":false,"usgs":true,"family":"Blanchard","given":"Stephen","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":143072,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}