{"pageNumber":"497","pageRowStart":"12400","pageSize":"25","recordCount":16502,"records":[{"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":29097,"text":"wri884104 - 1988 - Factors affecting leaching in agricultural areas and an assessment of agricultural chemicals in the ground water of Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri884104","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":"88-4104","title":"Factors affecting leaching in agricultural areas and an assessment of agricultural chemicals in the ground water of Kansas","docAbstract":"As assessment of hydrologic factors and agricultural practices that may affect the leaching of agricultural chemicals to groundwater was conducted to evaluate the extent and severity of chemical contamination of groundwater resources in Kansas. The climate of a particular area determines the length of the growing season and the availability of water, at the surface and in the ground, for the growth of plants. Climate, together with surficial geology, soil, and principal aquifers, determines the types of crops to be planted,types of tillage, conservation and irrigation practices, and affects the quantity and method of application of agricultural chemicals. Examination of groundwater nitrate-nitrogen data collected from 766 wells throughout Kansas during 1976-81 indicated that 13 of 14 geohydrologic regions had wells producing samples that exceeded the 10-mg/L drinking water standard determined by the U.S. Environmental Protection Agency. One or more herbicides were detected in water samples from 11 of 56 wells during 1985-86 located in areas susceptible to agricultural leaching. Atrazine was the most common herbicide that was detected; it was detected in water at 9 of 11 wells. Cyanazine was detected in water at three wells; metolachlor at two wells; and metribuzin, alachlor, simazine, and propazine were detected at one well each. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884104","usgsCitation":"Perry, C.A., Robbins, F., and Barnes, P., 1988, Factors affecting leaching in agricultural areas and an assessment of agricultural chemicals in the ground water of Kansas: U.S. Geological Survey Water-Resources Investigations Report 88-4104, iv, 55 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884104.","productDescription":"iv, 55 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4104/report-thumb.jpg"},{"id":57951,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a05e4b07f02db5f884d","contributors":{"authors":[{"text":"Perry, C. A.","contributorId":106149,"corporation":false,"usgs":true,"family":"Perry","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200946,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robbins, F.V.","contributorId":89180,"corporation":false,"usgs":true,"family":"Robbins","given":"F.V.","email":"","affiliations":[],"preferred":false,"id":200945,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Barnes, P.L.","contributorId":49402,"corporation":false,"usgs":true,"family":"Barnes","given":"P.L.","email":"","affiliations":[],"preferred":false,"id":200944,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27880,"text":"wri874117 - 1988 - Evaluation of the flood hydrology in the Colorado Front Range using precipitation, streamflow, and paleoflood data for the Big Thompson River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri874117","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":"87-4117","title":"Evaluation of the flood hydrology in the Colorado Front Range using precipitation, streamflow, and paleoflood data for the Big Thompson River basin","docAbstract":"A multidisciplinary study of precipitation and streamflow data and paleohydrologic studies of channel features was made to analyze the flood hydrology of foothill and mountain streams in the Front Range of Colorado, with emphasis on the Big Thompson River basin, because conventional hydrologic analyses do not adequately characterize the flood hydrology. In the foothills of Colorado, annual floodflows are derived from snowmelt at high elevations in the mountain regions, from rainfall at low elevation in the plains or plateau regions, or from a combination of rain falling on snow or mixed population hydrology. Above approximately 7,500 ft, snowmelt dominates; rain does not contribute to the flood potential. Regional flood-frequency relations were developed and compared with conventional flood-estimating technique results, including an evaluation of the magnitude and frequency of the probable maximum flood. Evaluation of streamflow data and paleoflood investigations provide an alternative for evaluating flood hydrology and the safety of dams. The study indicates the need for additional data collection and research to understand the complexities of the flood hydrology in mountainous regions, especially its effects on flood-plain management and the design of structures in the flood plain. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri874117","usgsCitation":"Jarrett, R., and Costa, J.E., 1988, Evaluation of the flood hydrology in the Colorado Front Range using precipitation, streamflow, and paleoflood data for the Big Thompson River basin: U.S. Geological Survey Water-Resources Investigations Report 87-4117, iv, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874117.","productDescription":"iv, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121816,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4117/report-thumb.jpg"},{"id":56703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4117/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611b4e","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":198837,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Costa, J. E.","contributorId":28977,"corporation":false,"usgs":true,"family":"Costa","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198836,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30436,"text":"wri874148 - 1988 - Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri874148","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4148","title":"Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82","docAbstract":"The U.S. Bureau of Reclamation began a phreatophyte clearing and control program in the bottom land of the Acme-Artesia reach of the Pecos River in March 1967. The initial cutting of 19,000 acres of saltcedar trees, the dominant phreatophyte in the area, was completed in May 1969. Saltcedar regrowth continued each year until July 1975, when root plowing eradicated most of the regrowth. The major objective of the clearing and control program was to salvage water that could be put to beneficial use. Measurements of changes in the water table in the bottom land and changes in the base flow of the Pecos River were made in order to determine the hydrologic effects of the program. Some salvage of water was indicated, but it is not readily recognized as an increase in base flow. The quantity of salvage probably is less than the average annual base-flow gain of 19 ,110 acre-ft in the reach during 1967-82. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874148","usgsCitation":"Welder, G.E., 1988, Hydrologic effects of phreatophyte control, Acme-Artesia reach of the Pecos River, New Mexico, 1967-82: U.S. Geological Survey Water-Resources Investigations Report 87-4148, vi, 46 p. :ill. ;28 cm., https://doi.org/10.3133/wri874148.","productDescription":"vi, 46 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123374,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4148/report-thumb.jpg"},{"id":59214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4148/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606efa","contributors":{"authors":[{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203247,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29075,"text":"wri874065 - 1988 - Water resources of Oley Township, Berks County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-20T09:53:54","indexId":"wri874065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4065","title":"Water resources of Oley Township, Berks County, Pennsylvania","docAbstract":"Oley Township covers an area of 24 square miles, about half of which is underlain by highly permeable carbonate rocks. Nondomestic wells in these rocks typically have yields of 200 gallons per minute, and some wells yield more than 1,000 gallons per minute. Ground-water yield for Oley Township is about 0.5 million gallons per day per square mile. Thus, about 12 million gallons per day could be pumped from wells on a sustained basis. However, pumping this amount would adversely affect streamflow. A series of discharge measurements on Manatawny Creek in January 1983 showed that the creek was gaining approximately 12 cubic feet per second where it crosses the more- permeable carbonate rocks. Thus, the streams are directly connected to these aquifers.\r\n\r\n The northern and western parts of the township are mostly underlain by shale, quartzite, granite, gneiss, and carbonate rocks of low permeability, and some wells do not yield enough water for domestic supplies. A water-table map shows that two active quarries in low-permeability rocks have had little effect on the hydrologic system.\r\n\r\n Specific yields are about 4.5 percent for the carbonate rocks; 5 percent for quartzite, granite, and gneiss; 1 percent for the noncarbonate sedimentary rocks; and 1.5 percent for the Jacksonburg Limestone, which consists of argillaceous limestone.\r\n\r\n In 1982--a year of average precipitation--the ground-water contribution to total streamflow ranged from 56 to 88 percent. Basins with the highest percentage of carbonate rock contribute the largest amount of ground water to streamflow. Evapotranspiration averaged about 26 inches in 1982. Water loss was 32 inches in the Limekiln Creek basin; this suggests that about 6 inches of precipitation bypassed the Limekiln Creek gaging station as ground-water underflow.\r\n\r\n The most serious water-quality problems are excessive nitrate concentrations and bacterial contamination. Water from 3 of 19 wells in carbonate rocks had nitrate concentrations in excess of the U.S. Environmental Protection Agency maximum contaminant level of 10 milligrams per liter. Water from 5 of the 19 wells had fecal streptococci counts of more than 20 colonies per 100 milliliters. Although most agencies concerned with the protection of public health have not set limits for fecal streptococci, they are pathogenic, and their presence in drinking water is undesirable.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874065","usgsCitation":"Paulachok, G., and Wood, C.R., 1988, Water resources of Oley Township, Berks County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 87-4065, vi, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874065.","productDescription":"vi, 59 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":125141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4065/report-thumb.jpg"},{"id":57933,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4065/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57934,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4065/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57935,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0320","contributors":{"authors":[{"text":"Paulachok, G. N.","contributorId":15205,"corporation":false,"usgs":true,"family":"Paulachok","given":"G. N.","affiliations":[],"preferred":false,"id":200912,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wood, C. R.","contributorId":100386,"corporation":false,"usgs":true,"family":"Wood","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200913,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30465,"text":"wri864106 - 1988 - Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow","interactions":[],"lastModifiedDate":"2022-01-24T22:14:51.01401","indexId":"wri864106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4106","title":"Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow","docAbstract":"

Data on the hydrogeology of a 26-sq-mi area surrounding the Brookhaven landfill site in central Suffolk County were collected as part of a hydrologic investigation of solute transport from the site. These data were used to develop a steady-state groundwater flow model of the upper glacial (water table) aquifer in the area. The model accounts for the leakage through confining units underlying the aquifer, seepage to streams, recharge from precipitation, and pumpage and redistribution of water. Refined estimates of aquifer and confining-unit properties were obtained through model calibrations. Water table altitudes generated by the calibrated model were used to determine groundwater velocities and probable flow paths in the vicinity of the site under long-term average hydrologic conditions. Groundwater velocities and probable flow paths in the study area were calculated from simulated water table altitudes generated by the calibrated flow model. Groundwater at the center of the site flows southeastward at a velocity of 1.1 ft/d. The report is the second in a three part series describing the hydrologic conditions and groundwater quality, groundwater flow, and solute transport in the vicinity of the Brookhaven landfill.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864106","usgsCitation":"Wexler, E.J., and Maus, P.E., 1988, Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 86-4106, Report: vi, 44 p.; 2 Plates: 18.82 × 22.99 inches and 18.42 × 22.29 inches, https://doi.org/10.3133/wri864106.","productDescription":"Report: vi, 44 p.; 2 Plates: 18.82 × 22.99 inches and 18.42 × 22.29 inches","costCenters":[],"links":[{"id":59247,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59246,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4106/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59245,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4106/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126857,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4106/report-thumb.jpg"},{"id":394789,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36551.htm"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -73,\n 40.75\n ],\n [\n -72.875,\n 40.75\n ],\n [\n -72.875,\n 40.858\n ],\n [\n -73,\n 40.858\n ],\n [\n -73,\n 40.75\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698fa0","contributors":{"authors":[{"text":"Wexler, E. J.","contributorId":104931,"corporation":false,"usgs":true,"family":"Wexler","given":"E.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203298,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maus, P. E.","contributorId":68787,"corporation":false,"usgs":true,"family":"Maus","given":"P.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203297,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27376,"text":"wri874105 - 1988 - Hydrology and effects of development on the water-table aquifer in the Vega Alta quadrangle, Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri874105","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":"87-4105","title":"Hydrology and effects of development on the water-table aquifer in the Vega Alta quadrangle, Puerto Rico","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874105","usgsCitation":"Gómez-Gómez, F., and Torres-Sierra, H., 1988, Hydrology and effects of development on the water-table aquifer in the Vega Alta quadrangle, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 87-4105, vii, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874105.","productDescription":"vii, 54 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121654,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4105/report-thumb.jpg"},{"id":56237,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605130","contributors":{"authors":[{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":198008,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Torres-Sierra, Heriberto","contributorId":97913,"corporation":false,"usgs":true,"family":"Torres-Sierra","given":"Heriberto","email":"","affiliations":[],"preferred":false,"id":198009,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27084,"text":"wri874168 - 1988 - Hydrology and water quality of Delavan Lake in southeastern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T10:48:18","indexId":"wri874168","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":"87-4168","title":"Hydrology and water quality of Delavan Lake in southeastern Wisconsin","docAbstract":"

Delavan Lake is a eutrophic, recreational lake in a densely populated area of southeastern Wisconsin. Sewage effluent and septic tank drainage were diverted out of the drainage basin of the lake to improve its water quality in 1981. The worst known blue-green algal bloom occurred in the lake in the summer of 1983. A comprehensive hydrologic and water-quality investigation was started in October 1983 to determine why the water quality in the lake apparently had not improved after cessation of influxes of waste waters. This report describes the hydrology and water quality of Delavan Lake and its drainage basin during the 1984 and 1985 water years.

\n

All major external inputs and outputs of phosphorus and nitrogen to the lake were measured to assess the importance of each source. Internal loading of phosphorus was calculated as a residual of a mass-balance budget. The in-lake phosphorus mass during the 2-year study shows a gradual declining trend that suggests an improving lake condition but also could be due to a random phosphorus decline. Future monitoring will be needed to determine whether the decline in phosphorus has indeed occurred as a result of waste-water diversion.

\n

Continuous streamflow and water-quality monitoring in the subbasins of the Delavan Lake watershed showed a wide range of annual phosphorus and nitrogen yields during the study. Jackson Creek tributary, which predominantly drains the city of Elkhorn, had the highest average yields of phosphorus (838 pounds per square mile) and Kjeldahl nitrogen (3,600 pounds per square mile). These yields were almost three times those found in the Jackson Creek basin, which has the largest livestock population. The other major tributary, Delavan Lake tributary 2, had much lower average annual yields of phosphorus (53.1 pounds per square mile) and Kjeldahl nitrogen (550 pounds per square mile). The lower yields in this tributary result from significantly reduced runoff caused by storage and evapotranspiration in a large pond that is surrounded by a wetland in the stream's basin.

\n

External loading of phosphorus and nitrogen were sufficient to cause eutrophic conditions. Internal loading of phosphorus was more than two times the external phosphorus supply. Most of the internal loading occurred when the hypolimnion was anoxic during summer. Internal loading of phosphorus during the 1985 water year was significantly reduced from that of 1984 because of a shorter anoxic period.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874168","collaboration":"Prepared in cooperation with the Delevan Lake Sanitary District","usgsCitation":"Field, S.J., and Duerk, M., 1988, Hydrology and water quality of Delavan Lake in southeastern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 87-4168, vi, 107 p., https://doi.org/10.3133/wri874168.","productDescription":"vi, 107 p.","numberOfPages":"112","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":55950,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4168/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123372,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4168/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","otherGeospatial":"Delevan Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.53675842285156,\n 42.74449090412214\n ],\n [\n -88.72695922851562,\n 42.597070956721446\n ],\n [\n -88.71253967285156,\n 42.54751604081074\n ],\n [\n -88.6328887939453,\n 42.54144538620976\n ],\n [\n -88.58894348144531,\n 42.55763248666914\n ],\n [\n -88.53813171386719,\n 42.60465241823049\n ],\n [\n -88.48663330078125,\n 42.627896481020855\n ],\n [\n -88.45916748046875,\n 42.63042248679955\n ],\n [\n -88.43170166015625,\n 42.63698962207662\n ],\n [\n -88.41522216796875,\n 42.6450712987999\n ],\n [\n -88.39462280273438,\n 42.67082463742399\n ],\n [\n -88.38363647460938,\n 42.69303463329987\n ],\n [\n -88.44612121582031,\n 42.72532590823042\n ],\n [\n -88.53675842285156,\n 42.74449090412214\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604c0c","contributors":{"authors":[{"text":"Field, S. J.","contributorId":50540,"corporation":false,"usgs":true,"family":"Field","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197529,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duerk, M.D.","contributorId":18806,"corporation":false,"usgs":true,"family":"Duerk","given":"M.D.","affiliations":[],"preferred":false,"id":197528,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27433,"text":"wri884008 - 1988 - Hydrology of the lower Little Red River, Arkansas, and a procedure for estimating available streamflow","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri884008","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":"88-4008","title":"Hydrology of the lower Little Red River, Arkansas, and a procedure for estimating available streamflow","docAbstract":"The U.S. Geological Survey, in cooperation with the Arkansas Soil and Water Conservation Commission, conducted a hydrologic investigation of the lower Little Red River from near Searcy, Arkansas (mi 31.7), to the river 's mouth at its confluence with the White River. During 1983 and 1984, data were collected on streamflow, stream altitude, groundwater altitude and diversion pumping from the Little Red River. Flow in the Little Red River near Searcy is computed by using a modified stage/fall/discharge relation and stage data collected at Searcy and at Judsonia 6.5 mi downstream. This procedure uses a family of 12 rating curves that can be selected by stage records at Searcy and fall records between Searcy and Judsonia. A comparison of water levels in the river to water levels in selected alluvial wells near the river indicates that the Little Red is a gaining stream during summer and fall low periods and is a losing stream during periods of high flow. Flows in the lower Little Red River are also significantly affected by releases from Greers Ferry Reservoir at mi 78.8 and by varying backwater conditions resulting from high stages on the White River. To meet the expressed needs of the Arkansas Soil and Water Conservation Commission, a mass balance procedure was developed to be used for estimating the amount of streamflow available along a reach of stream, given a minimum instream flow requirement set by the regulating authority. This procedure was coded into a computer program that can be invoked interactively as an aid in making streamflow allocation decisions and in maintaining related data bases. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884008","usgsCitation":"Grosz, G., Terry, J.E., and Hall, A., 1988, Hydrology of the lower Little Red River, Arkansas, and a procedure for estimating available streamflow: U.S. Geological Survey Water-Resources Investigations Report 88-4008, iv, 108 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884008.","productDescription":"iv, 108 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4008/report-thumb.jpg"},{"id":56296,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4008/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc376","contributors":{"authors":[{"text":"Grosz, G.D.","contributorId":90340,"corporation":false,"usgs":true,"family":"Grosz","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":198112,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198111,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hall, A.P.","contributorId":19521,"corporation":false,"usgs":true,"family":"Hall","given":"A.P.","email":"","affiliations":[],"preferred":false,"id":198110,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27099,"text":"wri884087 - 1988 - Preimpoundment hydrologic conditions in the Swatara Creek (1981-84) and estimated postimpoundment water quality in and downstream from the planned Swatara State Park Reservoir, Lebanon and Schuylkill counties, Pennsylvania","interactions":[],"lastModifiedDate":"2021-09-10T18:34:56.459331","indexId":"wri884087","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":"88-4087","title":"Preimpoundment hydrologic conditions in the Swatara Creek (1981-84) and estimated postimpoundment water quality in and downstream from the planned Swatara State Park Reservoir, Lebanon and Schuylkill counties, Pennsylvania","docAbstract":"The hydrology and water quality of Swatara Creek were studied by the U.S. Geological Survey in cooperation with the Pennsylvania Department of Environmental Resources, Bureau of State Parks, from July 1981 through September 1984. The purpose of the study was to determine the effects of anthracite-coal mining and other point and nonpoint sources on the water quality of a planned 10,500 acre-foot reservoir. The Swatara State Park Reservoir is planned to be used for recreation and drinking-water supply for the city of Lebanon and surrounding communities.\r\n\r\n Annual precipitation during 1982, 1983, and 1984 was about 8 percent below, near normal, and 29 percent above the long-term average, respectively. The average annual precipitation during a year with near-normal precipitation, the 1983 water year, was 47 inches at Pine Grove. Mean streamflows during 1982, 1983, and 1984 were about 15 percent below, 4 percent above, and 50 percent above the long-term average, respectively. The average streamflow to the planned reservoir area during the 1983 water year was about 220 cubic feet per second.\r\n\r\n Inflows to, and downstream discharge from, the planned reservoir wer poorly buffered. Median alkalinity ranged from 4 to 7 mg/L (milligrams per liter) and median acidity ranged from 2 to 5 mg/L at the three sampling locations. Maximum total-recoverable iron, aluminum, and manganese concentrations were 100,000, 66,000, and 2,300 micrograms per liter, respectively. During 1983 the annual discharges of total-recoverable iron, aluminum, and manganese to the planned reservoir area were estimated to be 692, 300, and 95 tons, respectively. About 87 percent of the total-recoverable iron and 91 percent of total-recoverable sluminum measured was in the suspended phase. The data indicated that mine drainage affects the quality of Swatara Creek and will affect the quality of the planned reservoir.\r\n\r\n In addition to mine drainage, point-source nutrient and metal discharges will probably affect the planned reservoir. For example, in September 1983, Swatara Creek was sampled downstream from a point source. A dissolved- phosphorus concentration of 14 mg/L and total ammonia plus organic nitrogen concentration of 8.2 mg/L were measured. At the same location, concentrations of total-recoverable aluminum, chromium, copper, iron, and lead were 35, 300, 110, 1,300, and 32 micrograms per liter, respectively.\r\n\r\n Inflows to the planned Swatara State Park Reservoir are estimated to be acidic and rich in nutrients and select metals. Unless an effort is made to improve the quality of water from point and nonpoint sources, these conditions may impair the planned uses for the reservoir. Conservation releases from the reservoir need to be carefully controlled or these conditions also may degrade the water quality downstream.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884087","usgsCitation":"Fishel, D.K., 1988, Preimpoundment hydrologic conditions in the Swatara Creek (1981-84) and estimated postimpoundment water quality in and downstream from the planned Swatara State Park Reservoir, Lebanon and Schuylkill counties, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 88-4087, Report: vi, 108 p.; 2 Plates: 16.57 × 10.53 inches and 16.40 × 7.99 inches, https://doi.org/10.3133/wri884087.","productDescription":"Report: vi, 108 p.; 2 Plates: 16.57 × 10.53 inches and 16.40 × 7.99 inches","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":158966,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4087/report-thumb.jpg"},{"id":55964,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4087/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55963,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4087/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55962,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4087/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":389084,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47007.htm"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Swatara Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.6375,\n 40.4569\n ],\n [\n -76.21,\n 40.4569\n ],\n [\n -76.21,\n 40.66\n ],\n [\n -76.6375,\n 40.66\n ],\n [\n -76.6375,\n 40.4569\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e77d","contributors":{"authors":[{"text":"Fishel, D. K.","contributorId":72028,"corporation":false,"usgs":true,"family":"Fishel","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197550,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30524,"text":"wri864350 - 1988 - Soil-water hydrology and geochemistry of a coal spoil at a reclaimed surface mine in Routt County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri864350","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4350","title":"Soil-water hydrology and geochemistry of a coal spoil at a reclaimed surface mine in Routt County, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864350","usgsCitation":"Williams, R., and Hammond, S., 1988, Soil-water hydrology and geochemistry of a coal spoil at a reclaimed surface mine in Routt County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 86-4350, vi, 100 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864350.","productDescription":"vi, 100 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4350/report-thumb.jpg"},{"id":59304,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4350/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5edb3e","contributors":{"authors":[{"text":"Williams, R.S. Jr.","contributorId":46102,"corporation":false,"usgs":true,"family":"Williams","given":"R.S.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":203399,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hammond, S.E.","contributorId":17607,"corporation":false,"usgs":true,"family":"Hammond","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":203398,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":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":27147,"text":"wri874173 - 1988 - Hydrologic investigations of the lower Calcasieu River, Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri874173","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":"87-4173","title":"Hydrologic investigations of the lower Calcasieu River, Louisiana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874173","usgsCitation":"Forbes, M., 1988, Hydrologic investigations of the lower Calcasieu River, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 87-4173, v, 61 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874173.","productDescription":"v, 61 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118711,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4173/report-thumb.jpg"},{"id":56028,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4173/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6068e6","contributors":{"authors":[{"text":"Forbes, M.J.","contributorId":79138,"corporation":false,"usgs":true,"family":"Forbes","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":197635,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27690,"text":"wri874210 - 1988 - Flood hydrology near Flagstaff, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri874210","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":"87-4210","title":"Flood hydrology near Flagstaff, Arizona","docAbstract":"Peak discharges measured at 11 crest-stage gages near Flagstaff were used to determine discharges that have recurrence intervals of 2, 5, 10, and 25 years. The discharges were related to drainage area and urban development in order to provide equations for design of hydraulic structure in the Flagstaff area. Peak discharges in various parts of the city differ considerably. The differences are due to combinations of several drainage-basin characteristics. Coefficients for the rational formula were computed for drainages of less than 10 sq mi. Coefficients for undeveloped rural basins are less than 0.1; coefficients for urban development range from 0.05 to 0.39. This range in values indicates that, with some limitations, coefficients found in general engineering handbooks for urban types of land use are applicable for design in Flagstaff. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874210","usgsCitation":"Hill, G.W., Hales, T., and Aldridge, B.N., 1988, Flood hydrology near Flagstaff, Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4210, iv, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874210.","productDescription":"iv, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122944,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4210/report-thumb.jpg"},{"id":56542,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4210/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef0a0","contributors":{"authors":[{"text":"Hill, G. W.","contributorId":85551,"corporation":false,"usgs":true,"family":"Hill","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198544,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hales, T.A.","contributorId":99115,"corporation":false,"usgs":true,"family":"Hales","given":"T.A.","email":"","affiliations":[],"preferred":false,"id":198545,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Aldridge, B. N.","contributorId":73179,"corporation":false,"usgs":true,"family":"Aldridge","given":"B.","middleInitial":"N.","affiliations":[],"preferred":false,"id":198543,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"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":27177,"text":"wri884040 - 1988 - Geohydrology of the Navajo sandstone in western Kane, southwestern Garfield, and southeastern Iron counties, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri884040","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":"88-4040","title":"Geohydrology of the Navajo sandstone in western Kane, southwestern Garfield, and southeastern Iron counties, Utah","docAbstract":"The upper Navajo and Lamb Point aquifers in the Navajo Sandstone are the principal source of water for the city of Kanab, irrigation, stock, and for rural homes in the study area. Well logs and outcrop descriptions indicate the Navajo Sandstone consists of the Lamb Point Tongue and an unnamed upper member that are separated by the Tenney Canyon Tongue of the Kayenta Formation. The main Kayenta Formation underlies the Lamb Point Tongue. The Lamb Point Tongue and the upper member of the Navajo Sandstone are saturated and hydraulically connected through the Tenney Canyon Tongue. Available data indicate that precipitation percolates to the groundwater reservoir where the Navajo Sandstone crops out. Estimates of the rate of recharge at the outcrop range from 0.1 to as much as 2.8 in/yr. Water level data indicate that water moves from the upper member of the Navajo Sandstone, through the Tenney Canyon Tongue, and into the Lamb Point Tongue. Lateral flow is generally from the outcrop areas toward the incised canyons formed by tributaries of Kanab Creek and Johnson Wash. Direction and rate of groundwater movement and the location and character of the natural hydrologic boundaries in the northern part of the area where the Navajo Sandstone is buried cannot be determined conclusively without additional water level data. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884040","usgsCitation":"Freethey, G., 1988, Geohydrology of the Navajo sandstone in western Kane, southwestern Garfield, and southeastern Iron counties, Utah: U.S. Geological Survey Water-Resources Investigations Report 88-4040, v, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884040.","productDescription":"v, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118738,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4040/report-thumb.jpg"},{"id":56053,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4040/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56054,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4040/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56052,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4040/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8932","contributors":{"authors":[{"text":"Freethey, G. W.","contributorId":105714,"corporation":false,"usgs":true,"family":"Freethey","given":"G. W.","affiliations":[],"preferred":false,"id":197695,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27240,"text":"wri874072 - 1988 - Effect of erosion-control structures on sediment and nutrient transport, Edgewood Creek drainage, Lake Tahoe basin, Nevada, 1981-83","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri874072","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":"87-4072","title":"Effect of erosion-control structures on sediment and nutrient transport, Edgewood Creek drainage, Lake Tahoe basin, Nevada, 1981-83","docAbstract":"Three sites in the Edgewood Creek basin with a combined drainage area of about 1.2 sq mi were selected to assess the effect of erosion-control structures along Nevada State Highway 207, on sediment and nutrient transport. The flow at site one is thought to have been largely unaffected by urban development, and was completely unaffected by erosion control structures. The flow at site two was from a basin affected by urban development and erosion control structures. Site three was downstream from the confluence of streams measured at sites one and two. Most data on streamflow and water quality were collected between June 1981 and May 1983 to assess the hydrologic characteristics of the three sites. As a result of the erosion control structures, mean annual concentrations of total sediment were reduced from about 24,000 to about 410 mg/l at site two and from about 1,900 to about 190 ml/l at site three. Sediment loads were reduced from about 240 to about 10 tons/year at site two and from about 550 to about 110 tons/year at site three. At site one, in contrast, mean concentrations and loads remained low throughout the study period. At site two, sediment particle size changed from predominately coarse prior to construction, to predominately fine thereafter; at site three, it changed from about half coarse sediments to predominately fine. Mean concentration and loads of total iron also were significantly reduced after construction at sites two and three, whereas mean concentrations of nitrogen and phosphorus species did not change appreciably. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874072","usgsCitation":"Garcia, K.T., 1988, Effect of erosion-control structures on sediment and nutrient transport, Edgewood Creek drainage, Lake Tahoe basin, Nevada, 1981-83: U.S. Geological Survey Water-Resources Investigations Report 87-4072, vi, 65 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874072.","productDescription":"vi, 65 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4072/report-thumb.jpg"},{"id":56104,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db6256da","contributors":{"authors":[{"text":"Garcia, K. T.","contributorId":52613,"corporation":false,"usgs":true,"family":"Garcia","given":"K.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":197781,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27531,"text":"wri874175 - 1988 - The effects of two multipurpose reservoirs on the water temperature of the McKenzie River, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T08:19:27","indexId":"wri874175","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":"87-4175","title":"The effects of two multipurpose reservoirs on the water temperature of the McKenzie River, Oregon","docAbstract":"A one dimensional, unsteady-state temperature model using the equilibrium temperature approach (with air temperature used to estimate equilibrium temperature) is used to evaluate the effects of two Army Corps of Engineers dams and resulting reservoirs on the McKenzie River, from Delta Park (River Kilometer 99.9) to Leaburg Dam (River Kilometer 62.4). Both Corps of Engineers projects are on tributaries to the McKenzie River and at present have only bottom withdrawal capabilities. An effective top width parameter (ETW) was introduced into model calibrations to account for the high turbulence of the reach. Extensive data were collected from May to October, 1983 and 1984. Using these data, water temperatures were predicted to within 0.30 C mean absolute deviation (MAD) at Finn Rock (at River Kilometer 87.2, 4.5 km below the second tributary confluence) and near Vida (River Kilometer 76.8), and to within 0.40 C at Leaburg Dam (River Kilometer 62.4). Since these data represent hydrologic and meteorologic conditions over a very short period, analyses were extended to include three additional historic years and an average conditions year. The average conditions values were obtained by using the mean daily values for the period of record at key stations. Accuracy was lost when simulating historic years, since the only meteorological data available were collected outside the basin, and hence were less representative. Simulation of historic data showed that Corps of Engineers projects have little or no effect on water temperatures of the McKenzie River near Vida (River Kilometer 76.8) from the end of November to the end of May. Projects have a cooling effect from the beginning of June to the first part of September and a warming effect from the middle of September to the end of November. Warming and cooling effects average just over 1 C. There is little or no temperature effect during periods of flood control operation or reservoir filling. Cooling effects are due to conservation holding, when releases are cooler than inflows. Drafting of reservoirs in preparation for flood control causes a warming effect when heat stored in the upper water layers during conservation holding is released as reservoir water levels are lowered. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874175","usgsCitation":"Hansen, R.P., 1988, The effects of two multipurpose reservoirs on the water temperature of the McKenzie River, Oregon: U.S. Geological Survey Water-Resources Investigations Report 87-4175, v, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874175.","productDescription":"v, 34 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":158867,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4175/report-thumb.jpg"},{"id":56391,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4175/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65ddae","contributors":{"authors":[{"text":"Hansen, R. P.","contributorId":106538,"corporation":false,"usgs":true,"family":"Hansen","given":"R.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198269,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28815,"text":"wri884032 - 1988 - The US Geological Survey stream-gaging program in west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri884032","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":"88-4032","title":"The US Geological Survey stream-gaging program in west-central Florida","docAbstract":"The results of a study of the network of the stream-gaging program in west-central Florida are documented. Selected hydrologic data, including drainage area, period of record, and mean annual flow were compiled for the 57 continuous-record gaging stations which were active in 1985. Additionally, selected hydrologic data for 20 discontinued gaging stations are included. Data uses and funding sources were identified for the stations currently being operated in west-central Florida with a budget of $320,000. All stations have been identified as having valid and needed uses, all stations are properly funded, and no short-term project stations exist within the stream-gaging program. On the basis of the analysis, it was concluded that all stations in the present stream-gaging program should be continued in operation. Future studies also will be required because of changes in demands for streamflow information with subsequent addition and deletion of gaging stations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884032","usgsCitation":"Mycyk, R., 1988, The US Geological Survey stream-gaging program in west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4032, iii, 19 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884032.","productDescription":"iii, 19 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159188,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4032/report-thumb.jpg"},{"id":57679,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4032/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db6730ba","contributors":{"authors":[{"text":"Mycyk, R.T.","contributorId":32566,"corporation":false,"usgs":true,"family":"Mycyk","given":"R.T.","affiliations":[],"preferred":false,"id":200442,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27458,"text":"wri854269 - 1988 - Hydrology and water quality of the principal springs in Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri854269","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4269","title":"Hydrology and water quality of the principal springs in Puerto Rico","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854269","usgsCitation":"Guzman-Rios, S., 1988, Hydrology and water quality of the principal springs in Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 85-4269, v, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854269.","productDescription":"v, 30 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121950,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4269/report-thumb.jpg"},{"id":56318,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4269/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604bb7","contributors":{"authors":[{"text":"Guzman-Rios, Senen sgguzman@usgs.gov","contributorId":2853,"corporation":false,"usgs":true,"family":"Guzman-Rios","given":"Senen","email":"sgguzman@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":198152,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27525,"text":"wri874057 - 1988 - Appraisal of the water resources of the Big Sioux Aquifer, Moody County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri874057","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":"87-4057","title":"Appraisal of the water resources of the Big Sioux Aquifer, Moody County, South Dakota","docAbstract":"The Big Sioux aquifer in Moody County is a 55 sq mi, water table aquifer hydraulically connected to the Big Sioux River. The average thickness is 22 ft and the maximum thickness is 54 ft. A digital model was developed to simulate groundwater flow in the Big Sioux aquifer in Moody County. The model was calibrated for steady-state conditions using average hydrologic conditions from 1970 through 1979. Steady-state simulated water levels from 11 wells averaged 0.4 ft higher than measured water levels. The model was calibrated for transient conditions using 1983 water levels. The average monthly difference in 27 observation wells between simulated and measured water levels was 2.63 ft. Sensitivity analyses showed that recharge rate and evapotranspiration extinction depth had the largest effect on simulated water levels. A 4-inch/year increase in the recharge rate caused simulated water levels to rise 1.7 ft. A 2.5-ft increase in the extinction depth caused simulated water levels to decline 0.8 ft. The calibrated model was used to simulate the effects of three hypothetical hydrologic situations. The first situation simulated the transient effects of 1983 pumpage under severe drought conditions. The second hypothetical situation simulated the steady-state effects of increased pumping at a rate of 5,200 acre-ft/year under average hydrologic conditions. The third hypothetical situation simulated the transient effects of pumping 5,200 acre-ft/year under severe drought conditions. Stored water was not depleted in any nodes after these simulations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874057","usgsCitation":"Hansen, D.S., 1988, Appraisal of the water resources of the Big Sioux Aquifer, Moody County, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4057, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874057.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124261,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4057/report-thumb.jpg"},{"id":56385,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4057/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a3db","contributors":{"authors":[{"text":"Hansen, D. S.","contributorId":70003,"corporation":false,"usgs":true,"family":"Hansen","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198260,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29722,"text":"wri884006 - 1988 - Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining","interactions":[],"lastModifiedDate":"2023-01-09T21:37:24.228504","indexId":"wri884006","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":"88-4006","title":"Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884006","usgsCitation":"Shultz, R., 1988, Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining: U.S. Geological Survey Water-Resources Investigations Report 88-4006, ix, 139 p., https://doi.org/10.3133/wri884006.","productDescription":"ix, 139 p.","costCenters":[],"links":[{"id":119488,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4006/report-thumb.jpg"},{"id":58534,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4006/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":110252,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46937.htm","linkFileType":{"id":5,"text":"html"},"description":"46937"}],"country":"United States","state":"West Virginia","county":"Marshall County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -80.5192,\n 40.0319\n ],\n [\n -80.8667,\n 40.0319\n ],\n [\n -80.8667,\n 39.72\n ],\n [\n -80.5192,\n 39.72\n ],\n [\n -80.5192,\n 40.0319\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae0be","contributors":{"authors":[{"text":"Shultz, R.A.","contributorId":27442,"corporation":false,"usgs":true,"family":"Shultz","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":202014,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68304,"text":"ha695 - 1988 - Geohydrologic framework of the Gulf Coastal Plain","interactions":[],"lastModifiedDate":"2012-02-10T00:11:30","indexId":"ha695","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"695","title":"Geohydrologic framework of the Gulf Coastal Plain","language":"ENGLISH","doi":"10.3133/ha695","usgsCitation":"Hosman, R., 1988, Geohydrologic framework of the Gulf Coastal Plain: U.S. Geological Survey Hydrologic Atlas 695, 3 maps on 2 sheets :col. ;56 x 52 cm. and 23 x 23 cm., sheets 108 x 84 cm. and 102 x 71 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha695.","productDescription":"3 maps on 2 sheets :col. ;56 x 52 cm. and 23 x 23 cm., sheets 108 x 84 cm. and 102 x 71 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89743,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/695/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89744,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/695/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"2500000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -100,26 ], [ -100,38 ], [ -88,38 ], [ -88,26 ], [ -100,26 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ec0","contributors":{"authors":[{"text":"Hosman, R. L.","contributorId":42978,"corporation":false,"usgs":true,"family":"Hosman","given":"R.","middleInitial":"L.","affiliations":[],"preferred":false,"id":277996,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70174904,"text":"70174904 - 1988 - Selenium accumulation in benthic bivalves and fine sediments of San Francisco Bay, the Sacramento-San Joaquin Delta, and selected tributaries","interactions":[],"lastModifiedDate":"2020-01-12T13:31:35","indexId":"70174904","displayToPublicDate":"1990-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1587,"text":"Estuarine, Coastal and Shelf Science","active":true,"publicationSubtype":{"id":10}},"title":"Selenium accumulation in benthic bivalves and fine sediments of San Francisco Bay, the Sacramento-San Joaquin Delta, and selected tributaries","docAbstract":"

Spatial distributions of selenium were determined in fine-grained, oxidized, surface sediments and in two benthic bivalves (Corbicula sp., a suspension-feeding freshwater clam, and Macoma balthica, a deposit-feeding brackish-water clam) within San Francisco Bay, the San Joaquin River and three river systems unlikely to be subject to selenium inputs. Biologically available selenium enters the middle reaches of the San Joaquin River from agricultural runoff. However, selenium concentrations in sediments and Corbicula in the lower San Joaquin, upstream from San Francisco Bay, were not significantly different from concentrations in rivers with no known selenium inputs. Biologically available selenium did not appear to enter the northernmost reach of San Francisco Bay from the San Joaquin River in levels which could measurably influence bioaccumulation by Corbicula. Selenium concentrations in Corbicula were enriched in the northernmost reach of San Francisco Bay compared with the rivers, but several lines of evidence suggested that local inputs (perhaps from urban/industrial waste discharges) were the most important sources. Selenium concentrations in Macoma balthica were also elevated at one station in the northern reach of the Bay and at one station in the extreme South Bay. However, no enrichment was evident at two other stations, suggesting a lack of bay-wide contamination. No significant correlation between selenium and mercury concentrations in Corbicula tissues was observed.

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No abstract available.

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