The hydrology and water quality of Wind Lake-a recreational lake in a densely populated area of southeastern Wisconsin was studied from October 1, 1987 through September 30,1989.
\nA drought in 1988 affected the hydrologic budget of Wind Lake in water years 1988-89. Precipitation was 5.9 inches less than normal in water year 1988 but was 2.3 inches greater than normal in water year 1989. Streamflows were near normal in water year 1988 and 25 percent less than normal in water year 1989 as indicated by data from a nearby streamflow-gaging station. Surface runoff was the dominant source of water to the lake in water year 1988 and 75 percent of the inflow was from Big Muskego Lake.
\nThe water level in Big Muskego Lake was 1.1 feet below the dam crest at the start of the 1989 water year because of the 1988 drought. About 2,510 acre-feet of water had to fill Big Muskego Lake before water could discharge to Wind Lake. In water year 1989, surface runoff was still the dominant source of water to the lake, but Big Muskego Lake only contributed 52 percent of the water inflow.
\nStreamflow dominated the outflow budget for both years. In water year 1988, 88 percent of the outflow budget left by way of Wind Lake outlet and 12 percent evaporated from the lake surface. In water year 1989, 81 percent of the outflow budget left by way of Wind Lake outlet and 19 percent evaporated from the lake surface. On the basis of outflow from Wind Lake for water year 1988, the hydraulic residence time was 0.46 year; in water year 1989 it was 1.05 years.
\nThe total phosphorus input to Wind Lake from external sources was the same for both years, 3,160 pounds. The largest percentage of the phosphorus load came from Big Muskego Lake-- 70 percent in water year 1988 and 65 percent in water year 1989. Analysis of data by use of Vollenweider's model indicates that the phosphorus loadings for each year would cause eutrophic conditions. Data from a nearby gaging station indicate that phosphorus loading to Wind Lake was less than normal. Phosphorus retention in the lake is small and averages 14 percent of the incoming load for both years.
\nOxygen depletion occurs in the bottom waters during winter and summer months. A maximum anoxic zone was reached on July 18, 1988, when depths greater than 15 feet (about 21 percent of the lake bottom area) were anoxic.
\nTotal phosphorus concentrations at the lake surface for both years ranged from 11 to 78 micrograms per liter. Mean total phosphorus concentrations in June, July, and August that had averaged 49 micrograms per liter in 1985 through 1987 declined to 20 micrograms per liter in water year 1988 and 22 micrograms per liter in water year 1989. This reduction was related to the drought and reduced phosphorus loadings.
\nPhosphorus concentrations 1.5 feet above the lake bottom increase during summer anoxic periods. The phosphorus concentration increased at a rate of 5.2 and 4.8 micrograms per liter per day for total and dissolved orthophosphate phosphorus. A maximum concentration of 760 micrograms per liter of total phosphorus and 650 micrograms per liter of dissolved orthophosphate phosphorus occurred on September 21, 1988, just before autumn turnover. Internal loading of phosphorus for the period October 15, 1987 through October 14, 1988, was estimated to be 2,890 pounds. This represents 48 percent of the combined internal and external total-phosphorus input of 5,960 pounds.
\nAlgal populations in water year 1988 ranged from 28,200 to 1,610,000 cells per milliliter. A total of 143 species were identified. Blue-green algae dominated the algal population and ranged from 56 percent (February 16, 1988) to 99 percent (five other sampling dates). Aphanocapsa delicatissima caused the largest algal bloom, which reached a maximum concentration of 934,000 cells per milliliter (September 7, 1988).
\nZooplankton populations in water year 1988 ranged from 52.5 to 686 organisms per liter. Eighteen species were identified. The cladoceran, Daphnia, dominated 12 of the 18 samples.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri914107","collaboration":"Prepared in cooperation with the Wind Lake Management District","usgsCitation":"Field, S.J., 1993, Hydrology and water quality of Wind Lake in southeastern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 91-4107, vii, 61 p., https://doi.org/10.3133/wri914107.","productDescription":"vii, 61 p.","numberOfPages":"68","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":55952,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123740,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4107/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","otherGeospatial":"Big Muskego Lake, Littel Muskego Lake, Wind Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.21025848388672,\n 42.80018704068213\n ],\n [\n -88.21025848388672,\n 42.95340721665942\n ],\n [\n -88.0502700805664,\n 42.95340721665942\n ],\n [\n -88.0502700805664,\n 42.80018704068213\n ],\n [\n -88.21025848388672,\n 42.80018704068213\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e80f","contributors":{"authors":[{"text":"Field, S. J.","contributorId":50540,"corporation":false,"usgs":true,"family":"Field","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197531,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27688,"text":"wri934085 - 1993 - Streamflow, dissolved solids, suspended sediment, and trace elements, San Joaquin River, California, June 1985-September 1988","interactions":[],"lastModifiedDate":"2022-12-16T19:17:52.050808","indexId":"wri934085","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4085","title":"Streamflow, dissolved solids, suspended sediment, and trace elements, San Joaquin River, California, June 1985-September 1988","docAbstract":"The 1985-88 study period included hydrologic extremes throughout most of central California. Except for an 11-month period during and after the 1986 flood, San Joaquin River streamflows during 1985-88 were generally less than median for 1975-88. The Merced Tuolumne, and Stanislaus Rivers together comprised 56 to 69 percent of the annual San Joaquin River flow, Salt and Mud Sloughs together comprised 6 to 19 percent, the upper San Joaquin River comprised 2 to 25 percent, and unmeasured sources from agricultural discharges and ground water accounted for 13 to 20 percent. Salt and Mud Sloughs and the unmeasured sources contribute most of the dissolved-solids load. The Merced, Tuolumne, and Stanislaus Rivers greatly dilute dissolved-solids concentrations. Suspended-sediment concentration peaked sharply at more than 600 milligrams per liter during the flood of February 1986. Concentrations and loads varied seasonally during low-flow conditions, with concentrations highest during the early summer irrigation season. Trace elements present primarily in dissolved phases are arsenic, boron, lithium, molybdenum, and selenium. Boron concentrations exceeded the irrigation water-quality criterion of 750 micrograms per liter more than 75 percent of the time in Salt and Mud Sloughs and more than 50 percent of the time at three sites on the San Joaquin River. Selenium concentrations exceeded the aquatic-life criterion of 5 micrograms per liter more than 75 percent of the time in Salt Slough and more than 50 percent of the time in Mud Slough and in the San Joaquin River from Salt Slough to the Merced River confluence. Concentrations of dissolved solids, boron, and selenium usually are highest during late winter to early spring, lower in early summer, higher again in mid-to-late summer, and the lowest in autumn, and generally correspond to seasonal inflows of subsurface tile-drain water to Salt and Mud Sloughs. Trace elements present primarily in particulate phases are aluminum, chromium, copper, iron, manganese, nickel, and zinc, none of which cause significant water-quality problems in the river.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934085","usgsCitation":"Hill, B.R., and Gilliom, R.J., 1993, Streamflow, dissolved solids, suspended sediment, and trace elements, San Joaquin River, California, June 1985-September 1988: U.S. Geological Survey Water-Resources Investigations Report 93-4085, iv, 21 p., https://doi.org/10.3133/wri934085.","productDescription":"iv, 21 p.","costCenters":[],"links":[{"id":410638,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47803.htm","linkFileType":{"id":5,"text":"html"}},{"id":56540,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4085/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158827,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4085/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Joaquin River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -121.25408167229847,\n 37.7742724317164\n ],\n [\n -121.25408167229847,\n 37.05661752587558\n ],\n [\n -120.52163844023164,\n 37.05661752587558\n ],\n [\n -120.52163844023164,\n 37.7742724317164\n ],\n [\n -121.25408167229847,\n 37.7742724317164\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4cdd","contributors":{"authors":[{"text":"Hill, B. R.","contributorId":72833,"corporation":false,"usgs":true,"family":"Hill","given":"B.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198541,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilliom, R. J.","contributorId":60650,"corporation":false,"usgs":true,"family":"Gilliom","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198540,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27085,"text":"wri904126 - 1993 - Hydrology and water quality of Powers Lake, southeastern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-26T14:15:36","indexId":"wri904126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4126","title":"Hydrology and water quality of Powers Lake, southeastern Wisconsin","docAbstract":"This report describes the hydrology and water quality of Powers Lake, a recreational lake in a densely populated area of southeastern Wisconsin, from October 16, 1986 - October 15, 1987.
\nThe hydrologic budget for the study period showed that direct precipitation on the lake and ground water were dominant sources of water entering the lake (37 and 36 percent, respectively) and that streamflow dominated the outflow. Surface runoff contributed 27 percent of the inflow-23 percent from Powers Lake inlet and 4 percent from shoreline drainage. Streamflow through Powers Lake outlet accounted for 62 percent of the outflow and evaporation accounted for 38 percent. Based on the streamflow from Powers Lake outlet, the lake's hydraulic residence time was 3.8 years.
\nDuring the study period, precipitation was 27.16 inches or 4.08 inches below long-term (1951-80) average. The data were adjusted or normalized to represent an average year of precipitation and runoff to help evaluate the water quality of the lake for an average year. For an average year, precipitation dominated inflow (42 percent), followed by ground water (32 percent), Powers Lake inlet (21 percent), and shoreline drainage (5 percent). Streamflow through Powers Lake outlet accounted for 61 percent of an average year's outflow budget and the remaining 39 percent was evaporation. Based on an average year's streamflow from Powers Lake outlet, the lake's hydraulic residence time was 4.2 years.
\nPhosphorus budgets were prepared for the study period and for an estimated normal year. The phosphorus budget for the study period showed that, of the total inputs (516 pounds), surface runoff contributed the largest amount; shoreline drainage contributed 44 percent, and Powers Lake inlet contributed 36 percent. Direct precipitation contributed 11 percent; ground water, 2 percent; and septic systems, 7 percent. Of the total outputs, 83 pounds (16 percent) was lost from the lake via the outlet; 433 pounds (84 percent) was lost to the sediments as the phosphorus that was attached to particles settled to the lake bottom. An estimated phosphorus budget for a normal year showed that of the total inputs (744 pounds), surface runoff contributed the largest amount; Powers Lake inlet contributed 45 percent and shoreline drainage contributed 35 percent. Precipitation contributed 9 percent; ground water, 1 percent; and septic systems, 10 percent.
\nThe health of the lake was evaluated using Carlson's Trophic State Index and Vollenweider's model. Carlson's Trophic State Index showed that Powers Lake was moderately enriched and in the mesotrophic range. Comparison of guidelines from Vollenweider's model showed that the total phosphorus input for the study period and for an estimated average year would not cause eutrophic conditions.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904126","collaboration":"Prepared in cooperation with the Powers Lake Management District","usgsCitation":"Field, S.J., 1993, Hydrology and water quality of Powers Lake, southeastern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 90-4126, v, 36 p., https://doi.org/10.3133/wri904126.","productDescription":"v, 36 p.","numberOfPages":"41","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":55951,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4126/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119846,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4126/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Kenosha County, Walworth County","otherGeospatial":"Powers Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.35994720458983,\n 42.49108680341104\n ],\n [\n -88.35994720458983,\n 42.585570646210684\n ],\n [\n -88.24665069580078,\n 42.585570646210684\n ],\n [\n -88.24665069580078,\n 42.49108680341104\n ],\n [\n -88.35994720458983,\n 42.49108680341104\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e831","contributors":{"authors":[{"text":"Field, S. J.","contributorId":50540,"corporation":false,"usgs":true,"family":"Field","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27683,"text":"wri924092 - 1993 - Geochemistry of and radioactivity in ground water of the Highland Rim and Central Basin aquifer systems, Hickman and Maury counties, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri924092","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4092","title":"Geochemistry of and radioactivity in ground water of the Highland Rim and Central Basin aquifer systems, Hickman and Maury counties, Tennessee","docAbstract":"A reconnaissance of the geochemistry of and radioactivity in ground water from the Highland Rim and Central Basin aquifer systems in Hickman and Maury Counties, Tennessee, was conducted in 1989. Water in both aquifer systems typically is of the calcium or calcium magnesium bicarbonate type, but concentrations of calcium, magnesium, sodium, potassium, chloride, and sulfate are greater in water of the Central Basin system; differences in the concentrations are statistically significant. Dissolution of calcite, magnesium-calcite, dolomite, and gypsum are the primary geochemical processes controlling ground-water chemistry in both aquifer systems. Saturation-state calculations using the computer code WATEQF indicated that ground water from the Central Basin system is more saturated with respect to calcite, dolomite, and gypsum than water from the Highland Rim system. Geochemical environments within each aquifer system are somewhat different with respect to dissolution of magnesium-bearing minerals. Water samples from the Highland Rim system had a fairly constant calcium to magnesium molar ratio, implying congruent dissolution of magnesium-bearing minerals, whereas water samples from the Central Basin system had highly variable ratios, implying either incongruent dissolution or heterogeneity in soluble constituents of the aquifer matrix.\r\n\r\nConcentrations of radionuclides in water were low and not greatly different between aquifer systems. Median gross alpha activities were 0.54 picocuries per liter in water from each system; median gross beta activities were 1.1 and 2.3 picocuries per liter in water from the Highland Rim and Central Basin systems, respectively. Radon-222 concentrations were 559 and 422 picocuries per liter, respectively. Concentrations of gross alpha and radium in all samples were substantially less than Tennessee?s maximum permissible levels for community water-supply systems. The data indicated no relations between concentrations of dissolved radionuclides (uranium, radium-226, radium-228, radon-222, gross alpha, and gross beta) and any key indicators of water chemistry, except in water from the Highland Rim system, in which radon-222 was moderately related to pH and weakly related to dissolved magnesium. The only relation among radiochemical constituents indicated by the data was between radium-226 and gross alpha activity; this relation was indicated for water from both aquifer systems.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri924092","usgsCitation":"Hileman, G.E., and Lee, R.W., 1993, Geochemistry of and radioactivity in ground water of the Highland Rim and Central Basin aquifer systems, Hickman and Maury counties, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 92-4092, v, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924092.","productDescription":"v, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2210,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri924092/","linkFileType":{"id":5,"text":"html"}},{"id":124659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_92_4092.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa6de","contributors":{"authors":[{"text":"Hileman, G. E.","contributorId":11639,"corporation":false,"usgs":true,"family":"Hileman","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198531,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lee, R. W.","contributorId":86757,"corporation":false,"usgs":true,"family":"Lee","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198532,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27930,"text":"wri934078 - 1993 - Hydrologic and mass-movement hazards near McCarthy, Wrangell-St. Elias National Park and Preserve, Alaska","interactions":[],"lastModifiedDate":"2022-01-25T20:31:55.793226","indexId":"wri934078","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4078","title":"Hydrologic and mass-movement hazards near McCarthy, Wrangell-St. Elias National Park and Preserve, Alaska","docAbstract":"At the confluence of McCarthy Creek and the Kennicott River, about 1 mile from the terminus of Kennicott Glacier, Alaska, McCarthy Creek and Kennicott River basins are prone to several natural hazards including floods; formation and failure of natural dams; stream erosion and sediment deposi- tion; snow avalanches; aufeis; and the mass wasting of rock, soil, and debris. Low-lying areas along the Kennicott River flood annually, commonly during late July or early August, as a result of outbursts from glacier-dammed lakes, but these floods can occur during any month of the year. Flood plains along McCarthy Creek and its tributaries are frequently flooded and prone to rapid erosion and deposition during intense rainfall and periods of rapid snow- melt. Sediments from continual mass wasting accumu- late in stream channels and are mobilized during floods. Several lateral erosion, scour, and deposition resulting from floods in September 1980 and August 1985 destroyed bridges and several historic structures at McCarthy were jeopardized by the rapidly eroding northern streambank of McCarthy Creek. Flood discharges were determined indirectly using the slope-area method at two high-gradient reaches on the Kennicott River, four on McCarthy Creek, and one on Nikolai Creek. During the flood of September 13, 1980, peak discharge for McCarthy Creek at McCarthy was 4,500 cubic feet per second.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934078","usgsCitation":"Jones, S.H., and Glass, R.L., 1993, Hydrologic and mass-movement hazards near McCarthy, Wrangell-St. Elias National Park and Preserve, Alaska: U.S. Geological Survey Water-Resources Investigations Report 93-4078, vi, 55 p., https://doi.org/10.3133/wri934078.","productDescription":"vi, 55 p.","costCenters":[],"links":[{"id":394830,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47799.htm"},{"id":56746,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4078/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119969,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4078/report-thumb.jpg"}],"country":"United States","state":"Alaska","city":"McCarthy","otherGeospatial":"Wrangell-St. Elias National Park and Preserve","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -142.9964,\n 61.3881\n ],\n [\n -142.6239,\n 61.3881\n ],\n [\n -142.6239,\n 61.6594\n ],\n [\n -142.9964,\n 61.6594\n ],\n [\n -142.9964,\n 61.3881\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611830","contributors":{"authors":[{"text":"Jones, S. H.","contributorId":68759,"corporation":false,"usgs":true,"family":"Jones","given":"S.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198921,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Glass, R. L.","contributorId":80279,"corporation":false,"usgs":true,"family":"Glass","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198922,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26601,"text":"wri934035 - 1993 - Speciation of plutonium and americium in ground waters from the Radioactive Waste Management Complex, Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"wri934035","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4035","title":"Speciation of plutonium and americium in ground waters from the Radioactive Waste Management Complex, Idaho National Engineering Laboratory, Idaho","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934035","usgsCitation":"Cleveland, J., and Mullin, A., 1993, Speciation of plutonium and americium in ground waters from the Radioactive Waste Management Complex, Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 93-4035, iii, 9 p. :ill., map ;28 cm., https://doi.org/10.3133/wri934035.","productDescription":"iii, 9 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":157718,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4035/report-thumb.jpg"},{"id":55466,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4035/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e64fa","contributors":{"authors":[{"text":"Cleveland, J.M.","contributorId":66734,"corporation":false,"usgs":true,"family":"Cleveland","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":196688,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mullin, A.H.","contributorId":63430,"corporation":false,"usgs":true,"family":"Mullin","given":"A.H.","email":"","affiliations":[],"preferred":false,"id":196687,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27055,"text":"wri924139 - 1993 - Hydrogeology and chemical quality of water and bottom sediment at three stormwater detention ponds, Pinellas County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri924139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4139","title":"Hydrogeology and chemical quality of water and bottom sediment at three stormwater detention ponds, Pinellas County, Florida","docAbstract":"An investigation of three detention ponds in Pinellas County, Florida indicated little potential for chemical contamination of surficial-aquifer ground water; however, concentrations of contami- nants in some sediments are sufficient to indicate possible hazardous levels of bioconcentration in benthic organisms. The general direction of ground- water movement at three pond sites indicates that the ponds are ground-water discharge points. Shallow ground water tends to move laterally toward these ponds, which have surface outflow, instead of from the ponds into the aquifer. Surface-water and pond-sediment samples from a 1-year-old pond were collected and analyzed for inorganic constituents and organic compounds. The concentrations were either near or below analytical detection limits. Surface-water and pond-sediment samples from the other two ponds, 20- and 30-years old, respectively, also were analyzed for inorganic constituents and organic compounds. The water quality of these older ponds was not significantly different from that of the 1-year-old pond. However, bottom sediments in the 20- and 30-year-old ponds contained 16 and 23 organic compounds, respectively. None of the organic compounds were in sufficient concentrations to cause concern about their chronic effects on aquatic life. Concentrations of dichlordiphenyl-trichlorethane, dieldrin, and heptachlor were above the hazardous level with respect to bioconcentration in the food chain.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri924139","usgsCitation":"Fernandez, M., and Hutchinson, C.B., 1993, Hydrogeology and chemical quality of water and bottom sediment at three stormwater detention ponds, Pinellas County, Florida: U.S. Geological Survey Water-Resources Investigations Report 92-4139, iv, 31 p. :ill. ;28 cm., https://doi.org/10.3133/wri924139.","productDescription":"iv, 31 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122812,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4139/report-thumb.jpg"},{"id":55931,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4139/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625c4f","contributors":{"authors":[{"text":"Fernandez, Mario Jr.","contributorId":77155,"corporation":false,"usgs":true,"family":"Fernandez","given":"Mario","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":197481,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":197482,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27049,"text":"wri924115 - 1993 - Geohydrology and water quality of the Calumet aquifer, in the vicinity of the Grand Calumet River/Indiana Harbor Canal, northwestern Indiana","interactions":[],"lastModifiedDate":"2016-05-16T11:07:59","indexId":"wri924115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4115","title":"Geohydrology and water quality of the Calumet aquifer, in the vicinity of the Grand Calumet River/Indiana Harbor Canal, northwestern Indiana","docAbstract":"The water-table configuration of the Calumet aquifer in the vicinity of the Grand Calumet River/Indiana Harbor Canal in Lake County, northwestern Indiana, reflects the complexity of the shallow ground-water-flow system. Large depressions in the water table in sewered areas interrupt broad ground-water divides between rivers. The aquifer/stream interactions along the Grand Calumet River/ Indiana Harbor Canal are directly related to Lake Michigan water levels because of a direct connection of the Grand Calumet River/Indiana Harbor Canal to the lake. Fluctuations in lake levels and evapotranspiration result in reversals in ground-water flow near the river and canal that last from several hours to several months.
\nMost of the water from the Calumet aquifer discharges into sewers, the Grand Calumet River/Indiana Harbor Canal, Lake Michigan, and Silurian carbonate bedrock. Model simulations of ground-water flow for the study area indicate that the Calumet aquifer discharges about 15 ft3/s (cubic feet per second) of ground water to sewers, about 10 ft3/s to the Grand Calumet River/Indiana Harbor Canal, and about 4 ft3/s to Lake Michigan along a 25-mile section of shoreline. Estimates of groundwater flow from the Calumet aquifer to the bedrock range from 0 to 10 ft3/s. Results of analyses of water samples collected from wells in five land-use types steel industry, petrochemical industry, commercial and light industry, residential, and parks were compared. The highest median concentrations of inorganic ions and the most detections of organic compounds generally occurred in water samples from wells on the steel and petrochemical land-use areas. Water samples collected from wells on the commercial and light industrial land-use areas generally had lower median chemical concentrations than the samples from the steel and petrochemical land-use areas and greater median concentrations than the samples from the residential and park land-use areas. Seven of 52 acid-extractable and base/neutralextractable organic compounds and 17 of 36 volatile organic compounds analyzed were detected in a total of 35 wells. Only 4 of the 88 organic analytes phenols, bis(2-ethylhexyl)phthalate, benzene, and toluene were detected in more than 5 of the 35 wells.
\nA comparison of primarily inorganic-constituent data from the five land-use groups to inorganic-constituent data from sites known to be contaminated shows that constituent concentrations in ground waters from wells in the land-use areas generally are lower than those in ground water from contaminated areas. Abstract 1 Likewise, a comparison of inorganic-constituent data from the land-use groups to inorganic-constituent data from areas relatively unaffected by human presence shows that constituent concentrations in ground water from wells in the land-use areas generally are greater than those in ground water from the unaffected areas. Some documented but unaccounted for chemical loads in the Grand Calumet River are from ground water. Ground water probably contributes more than 10 percent of the total chemical load of ammonia, chromium, and cyanide to the Grand Calumet River. In comparison, about 1 to 3 percent of the total streamflow in the Grand Calumet River is from ground water. Of the four major groundwater sinks in the aquifer, the east branch of the Grand Calumet River and the Indiana Harbor Canal generally receive the greatest chemical loads from ground water, whereas Lake Michigan generally receives the smallest loads.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri924115","collaboration":"Prepared in cooperation with the Indiana Department of Environmental Management","usgsCitation":"Fenelon, J., and Watson, L.R., 1993, Geohydrology and water quality of the Calumet aquifer, in the vicinity of the Grand Calumet River/Indiana Harbor Canal, northwestern Indiana: U.S. Geological Survey Water-Resources Investigations Report 92-4115, vii, 151 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924115.","productDescription":"vii, 151 p. :ill., maps ;28 cm.","startPage":"1","endPage":"151","numberOfPages":"158","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":55926,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4115/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123751,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4115/report-thumb.jpg"}],"country":"United States","state":"Indiana","otherGeospatial":"rand Calumet River/Indiana Harbor Canal","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.18406677246094,\n 41.66367910784373\n ],\n [\n -87.39761352539062,\n 41.668808555620586\n ],\n [\n -87.39692687988281,\n 41.76106872528616\n ],\n [\n -87.60086059570312,\n 41.764141783336456\n ],\n [\n -87.60223388671875,\n 41.545589036668105\n ],\n [\n -87.16896057128906,\n 41.544561218705965\n ],\n [\n -87.16621398925781,\n 41.66419207101119\n ],\n [\n -87.18406677246094,\n 41.66367910784373\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8b5d","contributors":{"authors":[{"text":"Fenelon, J.M.","contributorId":100430,"corporation":false,"usgs":true,"family":"Fenelon","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":197469,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Watson, Lee R.","contributorId":83545,"corporation":false,"usgs":true,"family":"Watson","given":"Lee","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197468,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27043,"text":"wri934018 - 1993 - Proceedings of the Federal Interagency Workshop on Hydrologic Modeling Demands for the 90's","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri934018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4018","title":"Proceedings of the Federal Interagency Workshop on Hydrologic Modeling Demands for the 90's","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nU.S. Geological Survey, Branch of Distribution,","doi":"10.3133/wri934018","usgsCitation":"Burton, J., 1993, Proceedings of the Federal Interagency Workshop on Hydrologic Modeling Demands for the 90's: U.S. Geological Survey Water-Resources Investigations Report 93-4018, 1 v. (various pagings) :ill., maps ;28 cm [PGS - 469 p.], https://doi.org/10.3133/wri934018.","productDescription":"1 v. (various pagings) :ill., maps ;28 cm [PGS - 469 p.]","costCenters":[],"links":[{"id":159021,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4018/report-thumb.jpg"},{"id":55924,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db6604d9","contributors":{"authors":[{"text":"Burton, J.S.","contributorId":36549,"corporation":false,"usgs":true,"family":"Burton","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":197458,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27960,"text":"wri934147 - 1993 - Brine contamination of ground water and streams in the Baxterville oil field area, Lamar and Marion Counties, Mississippi","interactions":[],"lastModifiedDate":"2024-01-09T20:32:54.598216","indexId":"wri934147","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4147","title":"Brine contamination of ground water and streams in the Baxterville oil field area, Lamar and Marion Counties, Mississippi","docAbstract":"A hydrologic investigation to define the extent of brine contamination in \r\nground water and streams in the Baxterville oil field area was conducted from \r\nOctober 1984 through November 1985. The 260-square-mile study area \r\nincludes the Baxterville oil field (approximately 12.5 square miles) in \r\nsouthwestern Lamar and southeastern Marion Counties, Mississippi. Since \r\n1944, disposal of more than 1 billion barrels of brine pumped from the oil- \r\nproducing zones has contaminated (increased chloride to greater than \r\nbackground concentrations) parts of the Citronelle and shallow Miocene \r\naquifers and some streams that drain the oil field. Many domestic wells have \r\nbeen abandoned because of the presence of substantial quantities of brine in \r\nthe ground water. Brine has moved laterally through the shallowest aquifers \r\nand discharged into Clear Creek and its tributaries. Although the presence of \r\nbrine in surface water was greatest during periods of low flow when \r\nstreamflow originated primarily from ground-water inflow, brine was also \r\ndetected during high-flow periods when streamflow consisted largely of \r\nprecipitation runoff.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934147","collaboration":"Prepared in cooperation with the Mississippi Department of Environmental Quality Office of Pollution Control","usgsCitation":"Kalkhoff, S.J., 1993, Brine contamination of ground water and streams in the Baxterville oil field area, Lamar and Marion Counties, Mississippi: U.S. Geological Survey Water-Resources Investigations Report 93-4147, v, 37 p., https://doi.org/10.3133/wri934147.","productDescription":"v, 37 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":424234,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47849.htm","linkFileType":{"id":5,"text":"html"}},{"id":56776,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4147/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120148,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4147/report-thumb.jpg"}],"country":"United States","state":"Mississippi","county":"Lamar County, Marion County","otherGeospatial":"Baxterville oil field area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -89.75,\n 30.9944\n ],\n [\n -89.5425,\n 30.9944\n ],\n [\n -89.5425,\n 31.25\n ],\n [\n -89.75,\n 31.25\n ],\n [\n -89.75,\n 30.9944\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb384","contributors":{"authors":[{"text":"Kalkhoff, Stephen J. 0000-0003-4110-1716 sjkalkho@usgs.gov","orcid":"https://orcid.org/0000-0003-4110-1716","contributorId":1731,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"Stephen","email":"sjkalkho@usgs.gov","middleInitial":"J.","affiliations":[{"id":36532,"text":"Central Midwest Water Science Center","active":true,"usgs":true},{"id":35680,"text":"Illinois-Iowa-Missouri Water Science Center","active":true,"usgs":true},{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"preferred":true,"id":198970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27656,"text":"wri934036 - 1993 - Hydrogeology and ground-water-quality conditions at the Harvey County Landfill, south-central Kansas, 1990","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri934036","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4036","title":"Hydrogeology and ground-water-quality conditions at the Harvey County Landfill, south-central Kansas, 1990","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri934036","usgsCitation":"Helgesen, J.O., Heck, B.A., and Hargadine, D.A., 1993, Hydrogeology and ground-water-quality conditions at the Harvey County Landfill, south-central Kansas, 1990: U.S. Geological Survey Water-Resources Investigations Report 93-4036, viii, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934036.","productDescription":"viii, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120173,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4036/report-thumb.jpg"},{"id":56511,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db6255c2","contributors":{"authors":[{"text":"Helgesen, J. O.","contributorId":62600,"corporation":false,"usgs":true,"family":"Helgesen","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":198478,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Heck, B. A.","contributorId":104533,"corporation":false,"usgs":true,"family":"Heck","given":"B.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198479,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hargadine, D. A.","contributorId":18013,"corporation":false,"usgs":true,"family":"Hargadine","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198477,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27963,"text":"wri934099 - 1993 - Water quality of Corydon Reservoir before implementation of agricultural best-management practices in the basin, Wayne County, Iowa, September 1990 to September 1991","interactions":[],"lastModifiedDate":"2017-06-10T11:37:32","indexId":"wri934099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4099","title":"Water quality of Corydon Reservoir before implementation of agricultural best-management practices in the basin, Wayne County, Iowa, September 1990 to September 1991","docAbstract":"A hydrologic investigation to define the water quality of Corydon Reservoir before implementation of agricultural best-management practices in the basin was conducted from September 1990 to September 1991. Runoff from the 1,680-acre basin is the primary source of water to the 58-acre reservoir. Current water quality of the reservoir is affected substantially by runoff from the agricultural basin. Total-solids, total-nitrogen, and total-phosphorus concentrations were largest during April through July 1991, the months of greatest rainfall. Herbicide concentrations increased substantially in June after application. The concentration of the sum of all triazines was greater than 50 micrograms per liter in one sample, with the predominant herbicides being atrazine and cyanazine. Atrazine concentrations, estimated from immunoassay, were greater than 8.0 micrograms per liter from June through September 1991 as a result of reservoir storage. Atrazine concentrations commonly were less at the surface than at depth. Algal populations remained constant even though nutrient concen- trations increased during the summer months. This may be due to the presence of suspended sediment that reduces light penetration and herbicides that inhibit photosynthesis.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City, IA","doi":"10.3133/wri934099","collaboration":"Prepared in cooperation with Iowa Department of Natural Resources (Geological Survey Bureau), U.S. Environmental Protection Agency, U.S. Department of Agriculture","usgsCitation":"Kalkhoff, S., 1993, Water quality of Corydon Reservoir before implementation of agricultural best-management practices in the basin, Wayne County, Iowa, September 1990 to September 1991: U.S. Geological Survey Water-Resources Investigations Report 93-4099, vi, 36 p.: ill., maps; 28 cm., https://doi.org/10.3133/wri934099.","productDescription":"vi, 36 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":158592,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4099/report-thumb.jpg"},{"id":56779,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Iowa","county":"Wayne County","otherGeospatial":"Corydon Reservoir basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.39855194091797,\n 40.72813686316017\n ],\n [\n -93.39855194091797,\n 40.77846164090355\n ],\n [\n -93.30327987670898,\n 40.77846164090355\n ],\n [\n -93.30327987670898,\n 40.72813686316017\n ],\n [\n -93.39855194091797,\n 40.72813686316017\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683563","contributors":{"authors":[{"text":"Kalkhoff, S. J.","contributorId":28967,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"S. J.","affiliations":[],"preferred":false,"id":198973,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27648,"text":"wri914118 - 1993 - Characteristics of a ground-water plume derived from artificial recharge with reclaimed wastewater at East Meadow, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri914118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"91-4118","title":"Characteristics of a ground-water plume derived from artificial recharge with reclaimed wastewater at East Meadow, Long Island, New York","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Reports - ESIC [distributor],","doi":"10.3133/wri914118","usgsCitation":"Heisig, P.M., and Prince, K.R., 1993, Characteristics of a ground-water plume derived from artificial recharge with reclaimed wastewater at East Meadow, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 91-4118, vi, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri914118.","productDescription":"vi, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121580,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4118/report-thumb.jpg"},{"id":56506,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56507,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4118/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e538a","contributors":{"authors":[{"text":"Heisig, Paul M.","contributorId":95912,"corporation":false,"usgs":true,"family":"Heisig","given":"Paul","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198469,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Prince, K. R.","contributorId":7328,"corporation":false,"usgs":true,"family":"Prince","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198468,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27247,"text":"wri934107 - 1993 - Water resources of Taos County, New Mexico","interactions":[],"lastModifiedDate":"2015-02-02T08:30:42","indexId":"wri934107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4107","title":"Water resources of Taos County, New Mexico","docAbstract":"In Taos County, ground water generally is unconfined and moves toward the Rio Grande or perennial streams. Water quality is good except in some areas where water has high values of specific conductance and hardness and contains high concentrations of dissolved solids and fluoride. Most wells are completed in alluvial sediments of Quaternary and Tertiary age in the Costilla Plains. A few wells are completed in basalt of the Taos Plateau and in alluvium of stream channels in the Sangre de Cristo Mountains. Depths to water in wells range from less than 1 to 1,080 feet below land surface. Well yields range from 1 to 3,000 gallons per minute. Water levels in wells in Sunshine Valley dropped 5 to 50 feet between 1955 and 1970. Ground-water irrigation has since declined and water levels have risen. Surface-water records show the county is a net producer of water. The average discharge gained in the Rio Grande as it flows through the county was 271,700 acre-feet per year for water years 1931-89. The highest mean monthly discharge occurs in May or June due to snowmelt runoff. Water quality ranges from good in upstream reaches to fair in lower reaches. Surface water was the source for 93 percent of water withdrawn in 1990, but ground water was used for all public supply, domestic, and industrial purposes. The largest water use is irrigation. About 28,500 acres were irrigated in 1990; alfalfa, native pasture, and planted pasture accounted for 91 percent of this acreage.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Albuquerque, NM","doi":"10.3133/wri934107","collaboration":"Prepared in cooperation with the New Mexico State Engineer Office, New Mexico Environment Department, and New Mexico Bureau of Mines and Mineral Resources","usgsCitation":"Garrabrant, L.A., 1993, Water resources of Taos County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 93-4107, vi, 86 p. :ill., maps ;28 cm. +3 maps (fold.), https://doi.org/10.3133/wri934107.","productDescription":"vi, 86 p. :ill., maps ;28 cm. +3 maps (fold.)","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":56112,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4107/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56113,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56110,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4107/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123031,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4107/report-thumb.jpg"},{"id":110265,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47821.htm","linkFileType":{"id":5,"text":"html"},"description":"47821"},{"id":56111,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4107/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","county":"Taos County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683492","contributors":{"authors":[{"text":"Garrabrant, Lynn A.","contributorId":44212,"corporation":false,"usgs":true,"family":"Garrabrant","given":"Lynn","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197793,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27003,"text":"wri924150 - 1993 - Water quality of selected streams in Jefferson County, Kentucky, 1988-91","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri924150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4150","title":"Water quality of selected streams in Jefferson County, Kentucky, 1988-91","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports Section [distributor],","doi":"10.3133/wri924150","usgsCitation":"Evaldi, R., Burns, R., and Moore, B., 1993, Water quality of selected streams in Jefferson County, Kentucky, 1988-91: U.S. Geological Survey Water-Resources Investigations Report 92-4150, vii, 177 p. :ill. ;28 cm., https://doi.org/10.3133/wri924150.","productDescription":"vii, 177 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158725,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4150/report-thumb.jpg"},{"id":55890,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4150/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9996","contributors":{"authors":[{"text":"Evaldi, R. D.","contributorId":93909,"corporation":false,"usgs":true,"family":"Evaldi","given":"R. D.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":197392,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burns, R.J.","contributorId":50930,"corporation":false,"usgs":true,"family":"Burns","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":197391,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moore, B.L.","contributorId":96281,"corporation":false,"usgs":true,"family":"Moore","given":"B.L.","email":"","affiliations":[],"preferred":false,"id":197393,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28030,"text":"wri934075 - 1993 - Hydrogeology of the principal aquifers and relation of faults to interaquifer leakage in the Memphis area, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri934075","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4075","title":"Hydrogeology of the principal aquifers and relation of faults to interaquifer leakage in the Memphis area, Tennessee","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934075","usgsCitation":"Kingsbury, J., and Parks, W.S., 1993, Hydrogeology of the principal aquifers and relation of faults to interaquifer leakage in the Memphis area, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 93-4075, iv, 18 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934075.","productDescription":"iv, 18 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121911,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4075/report-thumb.jpg"},{"id":56864,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4075/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56865,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4075/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56866,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4075/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56867,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4075/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56868,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4075/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56869,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4075/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614c8b","contributors":{"authors":[{"text":"Kingsbury, J.A.","contributorId":21583,"corporation":false,"usgs":true,"family":"Kingsbury","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":199096,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parks, W. S.","contributorId":99555,"corporation":false,"usgs":true,"family":"Parks","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":199097,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26993,"text":"wri934000 - 1993 - Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri934000","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4000","title":"Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada","docAbstract":"The revised potentiometric-surface map presented in this report updates earlier maps of the Yucca Mountain area using mainly 1988 average water levels. Because of refinements in the corrections to the water-level measurements, these water levels have increased accuracy and precision over older values. The small-gradient area to the southeast of Yucca Mountain is contoured with a 0.25-meter interval and ranges in water-level altitude from 728.5 to 731.0 meters. Other areas with different water levels, to the north and west of Yucca Mountain, are illustrated with shaded patterns. The potentiometric surface can be divided into three regions: 1) A small-gradient area to the southeast of Yucca Mountain, which may be explained by flow through high-transmissivity rocks or low ground-water flux through the area; 2) A moderate-gradient area, on the western side of Yucca Mountain, where the water-level altitude ranges from 775 to 780 meters, and appears to be impeded by the Solitario Canyon Fault and a splay of that fault; and 3) A large-gradient area, to the north-northeast of Yucca Mountain, where water level altitude ranges from 738 to 1,035 meters, possibly as a result of a semi-perched groundwater system. Water levels from wells at Yucca Mountain were examined for yearly trends (1986-89) using linear least-squares regression. Data from five wells exhibited trends which were statistically significant, but some of those may be a result of slow equilibration of the water level from drilling in less permeable rocks. Adjustments for temperature and density changes in the deep wells with long fluid columns were attempted, but some of the adjusted data did not fit the surrounding data and, thus, were not used.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934000","usgsCitation":"Ervin, E.M., Luckey, R.R., and Burkhardt, D., 1993, Revised potentiometric-surface map, Yucca Mountain and vicinity, Nevada: U.S. Geological Survey Water-Resources Investigations Report 93-4000, iv, 17 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934000.","productDescription":"iv, 17 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4000/report-thumb.jpg"},{"id":55880,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4000/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55881,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4000/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e598f","contributors":{"authors":[{"text":"Ervin, E. M.","contributorId":76782,"corporation":false,"usgs":true,"family":"Ervin","given":"E.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":197373,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197374,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Burkhardt, D.J.","contributorId":53398,"corporation":false,"usgs":true,"family":"Burkhardt","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":197372,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26954,"text":"wri924096 - 1993 - Geomorphic, hydrologic, and erosion data for selected reclaimed hillslopes, the Seneca II mine, Routt County, Colorado, October 1988-July 1990","interactions":[],"lastModifiedDate":"2022-02-02T20:58:07.661479","indexId":"wri924096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4096","title":"Geomorphic, hydrologic, and erosion data for selected reclaimed hillslopes, the Seneca II mine, Routt County, Colorado, October 1988-July 1990","docAbstract":"Geomorphic, hydrologic, and erosion data were collected from five reclaimed hillslopes at the Seneca II mine near Hayden, Colorado. Hillslope surveys were used to determine hillslope lengths, which range from 670 to 1,280 ft, and hillslope gradients, which range from 0.17 to 0.23 ft/ft (17 to 23 percent). Elevations in the study area range from 6,890 to 7,140 feet and hillslope aspect generally is west or south. Mean total vegetation cover ranges from 74 to 91 percent. Total monthly precipitation for December 1988 through May 1990 was computed from daily measurements made with weighing-bucket precipitation gages. Several snowpack measurements were made during 2 winters. Volumetric soil-water content was determined at incremental depths using a neutron probe and in the upper 11.8 in of soil using a time-domain reflectometer. Active and recent soil erosion was indicated by the presence of rills. Rill density (the sum of rill lengths/unit area) was computed at 50-feet intervals along each hillslope study area. Differences in soil-surface elevations between September or October 1989 and June 1990 were determined with an erosion frame and replicate soil-surface surveys at 16 erosion-study plots.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924096","usgsCitation":"Elliott, J.G., 1993, Geomorphic, hydrologic, and erosion data for selected reclaimed hillslopes, the Seneca II mine, Routt County, Colorado, October 1988-July 1990: U.S. Geological Survey Water-Resources Investigations Report 92-4096, iv, 59 p., https://doi.org/10.3133/wri924096.","productDescription":"iv, 59 p.","costCenters":[],"links":[{"id":395305,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47660.htm"},{"id":123732,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4096/report-thumb.jpg"},{"id":55840,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","county":"Routt County","otherGeospatial":"Seneca II mine","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -107.13043212890625,\n 40.36956635131763\n ],\n [\n -107.02468872070312,\n 40.36956635131763\n ],\n [\n -107.02468872070312,\n 40.42499671108253\n ],\n [\n -107.13043212890625,\n 40.42499671108253\n ],\n [\n -107.13043212890625,\n 40.36956635131763\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c50c","contributors":{"authors":[{"text":"Elliott, J. G.","contributorId":45341,"corporation":false,"usgs":true,"family":"Elliott","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197309,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26940,"text":"wri924136 - 1993 - Preliminary evaluation of water-quality conditions of Johnson Creek, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T08:29:31","indexId":"wri924136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4136","title":"Preliminary evaluation of water-quality conditions of Johnson Creek, Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri924136","usgsCitation":"Edwards, T., and Curtiss, D.A., 1993, Preliminary evaluation of water-quality conditions of Johnson Creek, Oregon: U.S. Geological Survey Water-Resources Investigations Report 92-4136, iv, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri924136.","productDescription":"iv, 15 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":158240,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4136/report-thumb.jpg"},{"id":55831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4136/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3b2","contributors":{"authors":[{"text":"Edwards, T.K.","contributorId":99995,"corporation":false,"usgs":true,"family":"Edwards","given":"T.K.","affiliations":[],"preferred":false,"id":197283,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Curtiss, D. A.","contributorId":27862,"corporation":false,"usgs":true,"family":"Curtiss","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197282,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27594,"text":"wri934017 - 1993 - Site selection and collection of bridge-scour data in Delaware, Maryland, and Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri934017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4017","title":"Site selection and collection of bridge-scour data in Delaware, Maryland, and Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri934017","usgsCitation":"Hayes, D.C., 1993, Site selection and collection of bridge-scour data in Delaware, Maryland, and Virginia: U.S. Geological Survey Water-Resources Investigations Report 93-4017, iv, 23 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934017.","productDescription":"iv, 23 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158813,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4017/report-thumb.jpg"},{"id":56465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f16da","contributors":{"authors":[{"text":"Hayes, Donald C.","contributorId":14000,"corporation":false,"usgs":true,"family":"Hayes","given":"Donald","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198383,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26909,"text":"wri934062 - 1993 - Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics","interactions":[],"lastModifiedDate":"2016-03-14T10:46:22","indexId":"wri934062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4062","title":"Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics","docAbstract":"Drainage-basin and channel-geometry multiple-regression equations are presented for estimating design-flood discharges having recurrence intervals of 2, 5, 10, 25, 50, and 100 years at stream sites on rural, unregulated streams in Iowa. Design-flood discharge estimates determined by Pearson Type-Ill analyses using data collected through the 1990 water year are reported for the 188 streamflow-gaging stations used in either the drainage-basin or channel-geometry regression analyses. Ordinary least-squares multiple-regression techniques were used to identify selected drainage-basin and channel-geometry characteristics and to delineate two channel-geometry regions. Weighted least-squares multiple-regression techniques, which account for differences in the variance of flows at different gaging stations and for variable lengths in station records, were used to estimate the regression parameters.
\nStatewide drainage-basin equations were developed from analyses of 164 streamflow-gaging stations. Drainage-basin characteristics were quantified using a geographic-informationsystem procedure to process topographic maps and digital cartographic data. The significant characteristics identified for the drainage-basin ^equations included contributing drainage area, relative relief, drainage frequency, and 2-year, 24-hour precipitation intensity. The average standard errors of prediction for the drainagebasin equations ranged from 38.6 to 50.2 percent. The geographic-information-system procedure expanded the capability to quantitatively relate drainage-basin characteristics to the magnitude and frequency of floods for stream sites in Iowa and provides a flood-estimation method that is independent of hydrologic regionalization.
\nStatewide and regional channel-geometry regression equations were developed from analyses of 157 streamflow-gaging stations. Channel-geometry characteristics were measured onsite and on topographic maps. Statewide and regional channel-geometry regression equations that are dependent on whether a stream has been channelized were developed on the basis of bankfull and active-channel characteristics. The significant channel-geometry characteristics identified for the statewide and regional regression equations included bankfull width and bankfull depth for natural channels unaffected by channelization, and active-channel width for stabilized channels affected by channelization. The average standard errors of prediction ranged from 41.0 to 68.4 percent for the statewide channel-geometry equations and from 30.3 to 70.0 percent for the regional channel-geometry equations.
\nProcedures provided for applying the drainage-basin and channel-geometry regression equations depend on whether the design-flood discharge estimate is for a site on an ungaged stream, an ungaged site on a gaged stream, or a gaged site. When both a drainage-basin and a channel-geometry regression-equation estimate are available for a stream site, a procedure is presented for determining a weighted average of the two flood estimates. The drainage-basin regression equations are applicable to unregulated rural drainage areas less than 1,060 square miles, and the channel-geometry regression equations are applicable to unregulated rural streams in Iowa with stabilized channels.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City, IA","doi":"10.3133/wri934062","collaboration":"Prepared in cooperation with the Iowa Highway Research Board and the Highway Division of the Iowa Department of Transportation (Iowa DOT Research Project HR-322)","usgsCitation":"Eash, D.A., 1993, Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics: U.S. Geological Survey Water-Resources Investigations Report 93-4062, vi, 96 p.: ill., maps; 28 cm., https://doi.org/10.3133/wri934062.","productDescription":"vi, 96 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc956","contributors":{"authors":[{"text":"Eash, D. A.","contributorId":60237,"corporation":false,"usgs":true,"family":"Eash","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197228,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26902,"text":"wri924025 - 1993 - Hydrologic data and hydrologic budget for Summit Lake Reservoir, Henry County, East-Central Indiana, water years 1989 and 1990","interactions":[],"lastModifiedDate":"2016-05-16T07:45:42","indexId":"wri924025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4025","title":"Hydrologic data and hydrologic budget for Summit Lake Reservoir, Henry County, East-Central Indiana, water years 1989 and 1990","docAbstract":"Hydrologic data were collected near Summit Lake Reservoir for 2 years beginning October 1, 1988, and ending September 30, 1990. The data-collection network consisted of 1 reservoir-stage gage, 2 precipitation gages, 1 evaporation pan, 2 streamflow gages, and 13 observation wells. Stage-area and stage-storage relations for the reservoir were used in combination with the hydrologic data to determine the reservoir's annual hydrologic budgets for water years 1989 and 1990.
\nComponents of the hydrologic budget are considered either as inflow or outflow. Differences between inflow and outflow result in a change in reservoir storage. Components of inflow are direct precipitation, surface-water flow, and ground-water flow. Components of outflow are evaporation and ground-water flow. There was no surface-water outflow during the study.
\nThe hydrologic budget was calculated by use of daily, monthly, and yearly values of precipitation and surface-water flow, monthly values of ground-water flow, and yearly values of evaporation and reservoir storage. Comparison of results from different time intervals indicates there is little difference between annual volumes for components calculated from daily and monthly values. Annual volumes calculated from yearly values differ by less than 5 percent from those calculated from daily and monthly values.
\nThe total inflow to Summit Lake Reservoir was nearly identical for water years 1989 and 1990-about 10,360 acre-feet per year. Surface water was about 72 percent of the total inflow in water year 1989 and about 70 percent in water year 1990. Direct precipitation was about 18 percent of the total inflow in water year 1989 and about 23 percent in water year 1990. Ground-water inflow was about 10 percent of the total inflow in water year 1989 and about 7 percent in water year 1990.
\nThe total outflow from evaporation and ground-water flow was 5,700 acre-feet in water year 1989 and 7,710 acre-feet in water year 1990--about 19 percent evaporation and 81 percent ground-water outflow for both water years. Reservoir storage increased during both years; the change in storage was about 4,330 acre-feet in water year 1989 and about 2,890 acre-feet in water year 1990. Discrepancies between inflow, outflow, and reservoir storage reflect errors in the budget resulting from regionalization or interpretation of hydrologic data and from errors inherent in all hydrologic measurements.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri924025","collaboration":"Indiana Department of Natural Resources","usgsCitation":"Duwelius, R., 1993, Hydrologic data and hydrologic budget for Summit Lake Reservoir, Henry County, East-Central Indiana, water years 1989 and 1990: U.S. Geological Survey Water-Resources Investigations Report 92-4025, iv, 24 p. :ill. ;28 cm. 47 p., https://doi.org/10.3133/wri924025.","productDescription":"iv, 24 p. :ill. ;28 cm. 47 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":121572,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4025/report-thumb.jpg"},{"id":55783,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Henry","otherGeospatial":"Summit Lake Reservoir","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.2157,40.0765],[-85.2152,40.0044],[-85.2014,40.0042],[-85.2013,39.875],[-85.2133,39.8751],[-85.2205,39.8748],[-85.2214,39.7895],[-85.243,39.7902],[-85.3017,39.789],[-85.3519,39.7894],[-85.4651,39.7886],[-85.5765,39.7858],[-85.5968,39.786],[-85.5969,39.8735],[-85.5759,39.8738],[-85.5774,39.9459],[-85.5763,40.0769],[-85.2157,40.0765]]]},\"properties\":{\"name\":\"Henry\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fc78","contributors":{"authors":[{"text":"Duwelius, R.F.","contributorId":28250,"corporation":false,"usgs":true,"family":"Duwelius","given":"R.F.","affiliations":[],"preferred":false,"id":197218,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27412,"text":"wri934008 - 1993 - Hydraulic properties of the Madison aquifer system in the western Rapid City area, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri934008","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4008","title":"Hydraulic properties of the Madison aquifer system in the western Rapid City area, South Dakota","docAbstract":"Available information on hydrogeology, data from borehole geophysical logs, and aquifer tests were used to determine the hydraulic properties of the Madison aquifer. From aquifer-test analysis, transmissivity and storage coefficient were determined for the Minnelusa and Madison aquifers, and vertical hydraulic conductivity (Kv') along with specific storage (Ss') for the Minnelusa confining bed.\r\n\r\nBorehole geophysical well logs were used to determine the thickness and location of the Minnelusa aquifer, the lower Minnelusa confining bed, and the Madison aquifer within the Madison Limestone. Porosity values determined from quantitative analysis of borehole geophysical well logs were used in analyzing the aquifer-test data. The average porosity at the two aquifer-test sites is about 10 percent in the Minnelusa aquifer, 5 percent in the lower Minnelusa confining bed, and 35 percent in the Madison aquifer.\r\n\r\nThe first aquifer test, which was conducted at Rapid City production well #6, produced measured drawdown in the Minnelusa and Madison aquifers. Neuman and Witherspoon's method of determining the hydraulic properties of leaky two-aquifer systems was used to evaluate the aquifer-test data by assuming the fracture and solution-opening network is equivalent to a porous media. Analysis of the aquifer test for the Minnelusa aquifer yielded a transmissivity value of 12,000 feet squared per day and a storage coefficient of 3 x 10-3. The specific storage of the Minnelusa confining bed was 2 x 10-7 per foot, and its vertical hydraulic conductivity was 0.3 foot per day. The transmissivity of the Madison aquifer at this site was 17,000 feet squared per day, and the storage coefficient was 2 x 10-3.\r\n\r\nThe second aquifer test, which was conducted at Rapid City production well #5 (RC-5) produced measured drawdown only in the Madison aquifer. Hantush and Jacob's method of determining the hydraulic properties of leaky confined aquifers with no storage in the confining bed was used to evaluate the aquifer-test data by assuming the fracture and solution-opening network is equivalent to a porous media. The analysis of data from the RC-5 aquifer test showed that transmissivity was not equal in all directions. Hantush's method was used to determine the direction of radial anisotropy and magnitude of the major and minor axes of transmissivity. The major axis of transmissivity is at an angle of 42? east of north, and the transmissivity along this axis is about 56,000 feet squared per day. The minor axis of transmissivity is at an angle of 48? west of north, and the transmissivity along this axis is about 1,300 feet squared per day. The major axis of transmissivity intersects Cleghorn Springs, a large resurgent spring on the west edge of Rapid City. The shape of the potentiometric contours of the Madison aquifer near RC-5 agree with the orientation of the transmissivity ellipse. The average value of the storage coefficient from the isotropic analysis of the aquifer-test data was 3.5 x 10-4, and the average vertical hydraulic conductivity of the lower Minnelusa confining bed was 9.6 x 10-3 foot per day.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri934008","usgsCitation":"Greene, E.A., 1993, Hydraulic properties of the Madison aquifer system in the western Rapid City area, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 93-4008, vii, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934008.","productDescription":"vii, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2237,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri934008/","linkFileType":{"id":5,"text":"html"}},{"id":124983,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_93_4008.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47dae4b07f02db4b64b5","contributors":{"authors":[{"text":"Greene, Earl A. 0000-0002-9479-0829 eagreene@usgs.gov","orcid":"https://orcid.org/0000-0002-9479-0829","contributorId":3518,"corporation":false,"usgs":true,"family":"Greene","given":"Earl","email":"eagreene@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":198068,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26860,"text":"wri934060 - 1993 - Long-term effects of irrigation with imported water on water levels and water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri934060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4060","title":"Long-term effects of irrigation with imported water on water levels and water quality","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri934060","usgsCitation":"Drost, B., Ebbert, J., and Cox, S., 1993, Long-term effects of irrigation with imported water on water levels and water quality: U.S. Geological Survey Water-Resources Investigations Report 93-4060, iv, 19 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934060.","productDescription":"iv, 19 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4060/report-thumb.jpg"},{"id":55748,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6de4b07f02db63ee20","contributors":{"authors":[{"text":"Drost, B. W.","contributorId":38526,"corporation":false,"usgs":true,"family":"Drost","given":"B. W.","affiliations":[],"preferred":false,"id":197137,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ebbert, J.C.","contributorId":57451,"corporation":false,"usgs":true,"family":"Ebbert","given":"J.C.","affiliations":[],"preferred":false,"id":197138,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cox, S.E.","contributorId":66663,"corporation":false,"usgs":true,"family":"Cox","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":197139,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28274,"text":"wri934089 - 1993 - Contribution of return flows to streamflow in selected stream reaches in Illinois, 1988-89","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri934089","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4089","title":"Contribution of return flows to streamflow in selected stream reaches in Illinois, 1988-89","docAbstract":"Water returns by sewage-treatment plants and various water users can be a significant part of streamflow. Knowledge of the effect of return flows on stream- flow is needed for purposes of assessing streamwater quality and water supply. The results of a study by the U.S. Geological Survey, in cooperation with the Illinois Environmental Protection Agency, are presented to describe the contribution of return flows to streamflow for five stream reaches in Illinois during 1988-89. The reaches studied were South Branch Kishwaukee River upstream from De Kaib, Mackinaw River upstream from Congerville, Addison Creek upstream from Bellwood, Flag Creek upstream from Willow Springs, and Thorn Creek upstream from Glenwood. The annual average contributions of return flows to streamflow in each reach ranged from 1 to 99 percent of the annual average streamflow. Return flows significantly affected streamflows in the Flag Creek and Thorn Creek reaches. Significant return flows probably sustained streamflows in the Addison Creek, Flag Creek, and Thorn Creek reaches. Return flows exceeded streamflow during at least 1 month during the 1988 drought at all of the study reaches, except the Thorn Creek reach. Of the amount of return flows that exceeded streamflow, all reaches lost an estimated 0.01 to 0.34 Mgal/d (million gallons per day) to evaporation and 0.36 to 1.33 Mgal/d to infiltration. An analysis-of-variance test indicated that return flows did not differ among seasons. A second analysis indicated that the proportion of return flows to streamflow did differ seasonally. Return flows during July through September 1988-89 constituted a large proportion (67 percent) of the annual streamflows.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934089","usgsCitation":"LaTour, J., 1993, Contribution of return flows to streamflow in selected stream reaches in Illinois, 1988-89: U.S. Geological Survey Water-Resources Investigations Report 93-4089, v, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934089.","productDescription":"v, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119737,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4089/report-thumb.jpg"},{"id":57094,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4089/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db6897e7","contributors":{"authors":[{"text":"LaTour, J.K.","contributorId":30257,"corporation":false,"usgs":true,"family":"LaTour","given":"J.K.","email":"","affiliations":[],"preferred":false,"id":199513,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}