Water resources data for the 1981 water year for Missouri consist of records of stage, discharge, and water quality of lakes and reservoirs; contains records for water discharge at 124 gaging stations; stage and contents at 7 lakes and reservoirs; water quality at 33 gaging stations (including 1 lake); 11 sites measured bi-monthly, 2 USGS water quality monitors, and 1 temperature (continuous recording) site. Also included are data for 30 crest-stage, 11 water-quality partial-record stations, and 20 low-flow partial-record stations.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMO811","collaboration":"Prepared in cooperation with the Missouri Department of Natural Resources, Division of Geology and Land Survey and Division of Environmental Quality; Missouri State Highway Commission; and with other State and Federal agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data for Missouri, water year 1981: U.S. Geological Survey Water Data Report MO-81-1, viii, 394 p., https://doi.org/10.3133/wdrMO811.","productDescription":"viii, 394 p.","costCenters":[],"links":[{"id":135835,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/mo-81-1/report-thumb.jpg"},{"id":496980,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/mo-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f3109","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531757,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":7490,"text":"ofr82346 - 1982 - Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah","interactions":[],"lastModifiedDate":"2017-09-02T09:55:54","indexId":"ofr82346","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-346","title":"Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah","docAbstract":"Six exploratory wells were drilled into the cap rock underlying Salt Valley, Utah, for geologic, geophysical, and hydrologic data to augment information obtained from three previous test wells. Drilling of three other test holes was abandoned due to caving and loss of drilling tools, Before reaching the zone of saturation; the upper 100 meters of cap rock is unsaturated. Within the saturated part of the cap rock, hydraulic heads generally decrease with depth and to the northwest in this part of the valley.
Hydraulic conductivity of the cap rock, as determined from pumping tests, ranged from 9.3 X 10-5 to 2.06 X 10-1 meters per day; as a result, groundwater flow rates in the cap rock are low. Water ranges from a calcium bicarbonate sulfate type on the western edge of the valley to a calcium magnesium sodium bicarbonate, sulfate, chloride type near the center of the valley. Carbon-14 specific activity for cap-rock water yielded an uncorrected age of about 17,000 to 26,000 years before present near the western edge of the valley and about 41,000 years before present near the center of the valley.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr82346","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Wollitz, L.E., Thordarson, W., Whitfield, M.S., and Weir, J.E., 1982, Results of hydraulic tests in U.S. Department of Energy's wells DOE-4, 5, 6, 7, 8, and 9, Salt Valley, Grand County, Utah: U.S. Geological Survey Open-File Report 82-346, vii, 71 p., https://doi.org/10.3133/ofr82346.","productDescription":"vii, 71 p.","numberOfPages":"78","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":140454,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0346/report-thumb.jpg"},{"id":34934,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0346/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","county":"Grand County","otherGeospatial":"Salt Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e092","contributors":{"authors":[{"text":"Wollitz, Leonard E.","contributorId":22340,"corporation":false,"usgs":true,"family":"Wollitz","given":"Leonard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":155857,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":155858,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Whitfield, Merrick S. Jr.","contributorId":67911,"corporation":false,"usgs":true,"family":"Whitfield","given":"Merrick","suffix":"Jr.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":155859,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Weir, James E. Jr.","contributorId":47419,"corporation":false,"usgs":true,"family":"Weir","given":"James","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":155860,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":10084,"text":"ofr82430 - 1982 - Computer programs for modeling flow and water quality of surface water systems","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr82430","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-430","title":"Computer programs for modeling flow and water quality of surface water systems","docAbstract":"A selection of available computer programs for modeling flow and water quality in surface water systems is described. The models include programs developed as part of the U.S. Geological Survey Water Resources Division hydrologic research activities and others developed by other agencies, universities, and consulting firms. Each model description includes a statement of program use; data requirements; computer costs; availability of documentation and reference material; and a contact person for additional information. The report is intended to assist the researcher by presenting a very brief description of the surface-water models which are readily available for project use. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Gulf Coast Hydroscience Center,","doi":"10.3133/ofr82430","usgsCitation":"Lorens, J., 1982, Computer programs for modeling flow and water quality of surface water systems: U.S. Geological Survey Open-File Report 82-430, 33 p. ;11 x 28 cm., https://doi.org/10.3133/ofr82430.","productDescription":"33 p. ;11 x 28 cm.","costCenters":[],"links":[{"id":143957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0430/report-thumb.jpg"},{"id":37937,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0430/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a76de","contributors":{"authors":[{"text":"Lorens, J.A.","contributorId":15201,"corporation":false,"usgs":true,"family":"Lorens","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":160792,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28341,"text":"wri8225 - 1982 - Evaluation of a predictive ground-water solute-transport model at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2019-11-27T09:32:01","indexId":"wri8225","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-25","title":"Evaluation of a predictive ground-water solute-transport model at the Idaho National Engineering Laboratory, Idaho","docAbstract":"Aqueous chemical and radioactive wastes discharged to shallow ponds and to shallow or deep wells on the Idaho National Engineering Laboratory (INEL) since 1952 have affected the quality of the ground water in the underlying Snake River Plain aquifer. The aqueous wastes have created large and laterally dispersed concentration plumes within the aquifer. The waste plumes with the largest areal distribution are those of chloride, tritium, and with high specific conductance values. The data from eight wells drilled near the southern INEL boundary during the summer of 1980 were used to evaluate the accuracy of a predictive modeling study completed in 1973, and to simulate 1980 positions of chloride and tritium plumes. Data interpretation from the drilling program indicates that the hydrogeologic characteristics of the subsurface rocks have marked effects on the regional ground-water flow regimen and, therefore, the movement of aqueous wastes. As expected, the waste plumes projected by the computer model for 1980, extended somewhat further downgradient than indicated by well data due to conservative worst-case assumptions in the model input and inaccurate approximations of subsequent waste discharge and aquifer recharge conditions. (USGS)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8225","usgsCitation":"Lewis, B.D., and Goldstein, F.J., 1982, Evaluation of a predictive ground-water solute-transport model at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 82-25, vi, 71 p. , https://doi.org/10.3133/wri8225.","productDescription":"vi, 71 p. ","costCenters":[],"links":[{"id":369705,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0025/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158474,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0025/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Idaho National Engineering Laboratory","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.04681396484375,\n 43.51916261057404\n ],\n [\n -112.04477548599242,\n 43.51916261057404\n ],\n [\n -112.04477548599242,\n 43.51984724248989\n ],\n [\n -112.04681396484375,\n 43.51984724248989\n ],\n [\n -112.04681396484375,\n 43.51916261057404\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf18","contributors":{"authors":[{"text":"Lewis, Barney D.","contributorId":93873,"corporation":false,"usgs":true,"family":"Lewis","given":"Barney","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199625,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goldstein, Flora J.","contributorId":89573,"corporation":false,"usgs":true,"family":"Goldstein","given":"Flora","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199624,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29742,"text":"wri8227 - 1982 - Water information for northwestern Missouri: A planning document","interactions":[],"lastModifiedDate":"2017-12-06T14:06:55","indexId":"wri8227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-27","title":"Water information for northwestern Missouri: A planning document","docAbstract":"Water supplies are limited in much of northwestern Missouri, and water-resources data also are limited. This report presents a summary of hydrologic data and an evaluation of areas where additional hydrologic data are needed to provide a data base suitable for use in making decisions regarding future water development.
The largest and most dependable surface-water supplies that can be obtained without storage from tributary streams, as indicated by the 30-day low flow with recurrence interval of 10 years, potentially are available from the lower Grand River (15 to 30 million gallons per day) and the Nodaway and Chariton Rivers (5 to 10 million gallons per day). Flow of the Missouri River is greater than 1,300 million gallons per day at all points in Missouri. Surface water is primarily a calcium bicarbonate
type with dissolved-solids concentration less than 400 milligrams per liter.
Sources of water in surficial deposits are the Missouri River alluvium (well yields as much as 2,000 gallons per minute), glacial drift (well yields of 30 to 500 gallons per minute), and alluvium of tributary streams (well yields exceed 50 gallons per minute in large basins). The Pennsylvanian bedrock yields only a few gallons per minute to wells. The Cambrian and Ordovician formations are not evaluated because data are few, and there are no water wells open to these units. Water from the alluvium is a hard, calcium bicarbonate type that commonly has relatively large iron concentrations and typically has dissolved-solids concentrations of less than 500 milligrams per liter. Water from the glacial-drift and bedrock generally is a mixed calcium bicarbonate sodium sulfate type, is hard, has relatively large iron concentrations, and some of it is classified as saline.
Areas where additional hydrologic data are needed to provide a data base suitable for use in making decisions regarding future water development include the lower Grand and Thompson River basins, the Missouri River alluvial aquifer, the Nodaway-Tarkio-One Hundred and Two River basins, the Chariton River basin, and the 19 counties where surface-mineable coal reserves make coal-related industrial expansion possible.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8227","usgsCitation":"Skelton, J., Harvey, E.J., and Miller, D.E., 1982, Water information for northwestern Missouri: A planning document: U.S. Geological Survey Water-Resources Investigations Report 82-27, iii, 58 p., https://doi.org/10.3133/wri8227.","productDescription":"iii, 58 p.","costCenters":[],"links":[{"id":160066,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0027/report-thumb.jpg"},{"id":349815,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.7843017578125,\n 40.588928169693745\n ],\n [\n -94.68017578125,\n 39.0533181067413\n ],\n [\n -91.99951171875,\n 38.56964280859044\n ],\n [\n -92.30712890625,\n 40.59727063442024\n ],\n [\n -95.7843017578125,\n 40.588928169693745\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1b2","contributors":{"authors":[{"text":"Skelton, John","contributorId":70392,"corporation":false,"usgs":true,"family":"Skelton","given":"John","email":"","affiliations":[],"preferred":false,"id":202044,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harvey, Edward Joseph","contributorId":32131,"corporation":false,"usgs":true,"family":"Harvey","given":"Edward","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":202043,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, Don E.","contributorId":29485,"corporation":false,"usgs":true,"family":"Miller","given":"Don","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202042,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30095,"text":"wri824063 - 1982 - Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri824063","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4063","title":"Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas","docAbstract":"The Arkansas Department of Pollution Control and Ecology and U.S. Geological Survey conducted a water quality assessment be made of the White River and, that a steady-state digital model be calibrated and used as a tool for simulating changes in nutrient loading. The city of Fayetteville 's wastewater-treatment plant is the only point-source discharger of waste effluent to the river. Data collected during synoptic surveys downstream from the wastewater-treatment plan indicate that temperature, dissolved oxygen, dissolved solids, un-ionized ammonia, total phosphorus, and floating solids and depositable materials did not meet Arkansas stream standards. Nutrient loadings below the treatment plant result in dissolved oxygen concentrations as low as 0.0 milligrams per liter. Biological surveys found low macroinvertebrate organism diversity and numerous dead fish. Computed dissolved oxygen deficits indicate that benthic demands are the most significant oxygen sinks in the river downstream from the wastewater-treatment plant. Benthic oxygen demands range from 2.8 to 11.0 grams per meter squared per day. Model projections indicate that for 7-day, 10-year low-flow conditions and water temperature of 29 degrees Celsius, daily average dissolved oxygen concentrations of 6.0 milligrams per liter can be maintained downstream from the wastewater-treatment plant if effluent concentrations of ultimate carbonaceous biochemical oxygen demand and ammonia nitrogen are 7.5 (5.0 5-day demand) and 2 milligrams per liter respectively. Model sensitivity analysis indicate that dissolved oxygen concentrations were most sensitive to changes in stream temperature. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824063","usgsCitation":"Terry, J.E., Morris, E.E., and Bryant, C.T., 1982, Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas: U.S. Geological Survey Water-Resources Investigations Report 82-4063, 113 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824063.","productDescription":"113 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119197,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4063/report-thumb.jpg"},{"id":58909,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4063/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58910,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4063/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58911,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e714a","contributors":{"authors":[{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202668,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morris, E. E.","contributorId":93493,"corporation":false,"usgs":true,"family":"Morris","given":"E.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202669,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bryant, C. T.","contributorId":7263,"corporation":false,"usgs":true,"family":"Bryant","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":202667,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26187,"text":"wri8226 - 1982 - Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri","interactions":[],"lastModifiedDate":"2017-12-06T12:52:13","indexId":"wri8226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-26","title":"Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri","docAbstract":"A network of water-quality-monitoring stations was established upstream and downstream from the Southwest Wastewater-Treatment Plant on Wilsons Creek to monitor the effects of sewage effluent on water quality. Data indicate that 82 percent of the time the flow in Wilsons Creek upstream from the wastewater-treatment plant is less than the effluent discharged from the plant. On October 15, 1977, an advanced wastewater-treatment facility was put into operation. Of the four water-quality indicators measured at the monitoring stations (specific conductance, dissolved oxygen, pH, and water temperature), only dissolved oxygen showed improvement downstream from the plant. During urban runoff, the specific conductance momentarily increased and dissolved-oxygen concentration momentarily decreased in Wilsons Creek upstream from the plant. Urban runoff was found to have no long-term effects on specific conductance and dissolved oxygen downstream from the plant before or after the addition of the advanced wastewater-treatment facility. Data collected monthly from the James River showed that the dissolved-oxygen concentrations and the total nitrite plus nitrate nitrogen concentrations increased, whereas the dissolved-manganese concentrations decreased after the advanced wastewater-treatment facility became operational.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8226","usgsCitation":"Berkas, W.R., 1982, Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri: U.S. Geological Survey Water-Resources Investigations Report 82-26, v, 38 p., https://doi.org/10.3133/wri8226.","productDescription":"v, 38 p.","numberOfPages":"49","costCenters":[],"links":[{"id":157616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0026/report-thumb.jpg"},{"id":349774,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","city":"Springfield","otherGeospatial":"James River, Wilsons Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.49983215332031,\n 36.99322996239362\n ],\n [\n -93.27529907226562,\n 36.99322996239362\n ],\n [\n -93.27529907226562,\n 37.20462845803212\n ],\n [\n -93.49983215332031,\n 37.20462845803212\n ],\n [\n -93.49983215332031,\n 36.99322996239362\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e9b","contributors":{"authors":[{"text":"Berkas, Wayne R. wrberkas@usgs.gov","contributorId":425,"corporation":false,"usgs":true,"family":"Berkas","given":"Wayne","email":"wrberkas@usgs.gov","middleInitial":"R.","affiliations":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195957,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61163,"text":"mf1432 - 1982 - Map of erosion potential and sediment sources in the Navajo Mine area, San Juan County, New Mexico","interactions":[],"lastModifiedDate":"2016-08-23T10:08:22","indexId":"mf1432","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1432","title":"Map of erosion potential and sediment sources in the Navajo Mine area, San Juan County, New Mexico","docAbstract":"This map shows estimated erosion and sediment yields of an area designated for extensive surface mining, in San Juan County, New Mexico. The results of this study are important for the planning of future mining operations and will aid in developing suitable reclamation procedures. In addition, these data will serve as a base line from which a long-term program for determining rates of erosion and deposition could be developed. Such measurements are essential to understanding the impact of surface mining on geomorphic processes affected by extraction of resources form arid lands. The area chosen for the study lies within for 7-1/2-minute quadrangles (The Hogback South, Kirtland SW, Newcomb NE, and The Pillar NW) in the northwest San Juan Basin (figs. 1,2). The area includes five drainage basins covering approximately 200 mi2 (520 km2) that flow west into the Chaco River (fig. 1). Approximately 41 mi2 (106 km2) of this area is scheduled for surface mining during the next several years as part of the southern extension of the Navajo Mine.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1432","usgsCitation":"Weide, D.L., 1982, Map of erosion potential and sediment sources in the Navajo Mine area, San Juan County, New Mexico: U.S. Geological Survey Miscellaneous Field Studies Map 1432, 48.93 x 34.10 inches, https://doi.org/10.3133/mf1432.","productDescription":"48.93 x 34.10 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":183472,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1432.PNG"},{"id":327556,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1432/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"50000","country":"United States","state":"New Mexico","county":"San Juan","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -108.61749999999999,36.3675 ], [ -108.61749999999999,36.6175 ], [ -108.36749999999999,36.6175 ], [ -108.36749999999999,36.3675 ], [ -108.61749999999999,36.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a91e4b07f02db656dc8","contributors":{"authors":[{"text":"Weide, David L.","contributorId":48537,"corporation":false,"usgs":true,"family":"Weide","given":"David","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":265104,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29333,"text":"wri8148 - 1982 - Base flow of streams on Long Island, New York","interactions":[],"lastModifiedDate":"2013-02-28T08:00:09","indexId":"wri8148","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-48","title":"Base flow of streams on Long Island, New York","docAbstract":"On Long Island, base flow under nonurbanized conditions constitutes 90 to 95% of total stream discharge. Base-flow data from 19 continuously gaged streams are presented as monthly mean and annual mean discharge for water years 1960-75, which includes the 1962-66 drought. The data were derived by hydrograph-separation procedures that isolate mean daily base flow from mean daily discharge. A close empirical relationship between annual mean base flow and stream discharge at the 55-% duration point facilities estimation of average base flow and can be used in place of the more time-consuming hydrograph-separation technique. These data are needed in calibration of computer models that will be used to predict the effects of hydrologic stresses, such as sewering, on the Long Island ground-water system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8148","usgsCitation":"Reynolds, R.J., 1982, Base flow of streams on Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 81-48, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8148.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159225,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268533,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0048/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db649270","contributors":{"authors":[{"text":"Reynolds, Richard J. 0000-0001-5032-6613 rjreynol@usgs.gov","orcid":"https://orcid.org/0000-0001-5032-6613","contributorId":1082,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rjreynol@usgs.gov","middleInitial":"J.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201361,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4822,"text":"pp1183 - 1982 - Landslide overview map of the conterminous United States","interactions":[],"lastModifiedDate":"2020-03-17T12:13:28","indexId":"pp1183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1183","title":"Landslide overview map of the conterminous United States","docAbstract":"The accompanying landslide overview map of the conterminous United States is one of a series of National Environmental Overview Maps that summarize geologic, hydrogeologic, and topographic data essential to the assessment of national environmental problems. The map delineates areas where large numbers of landslides exist and areas which are susceptible to landsliding. It was prepared by evaluating the geologic map of the United States and classifying the geologic units according to high, medium, or low landslide incidence (number) and high, medium, or low susceptibility to landsliding.\r\n\r\n Rock types, structures, topography, precipitation, landslide type, and landslide incidence are mentioned for each physical subdivision of the United States. The differences in slope stability between the Colorado Plateau, the Appalachian Highlands, the Coast Ranges of California, and the Southern Rocky Mountains are compared in detail, to illustrate the influence of various natural factors on the types of landsliding that occur in regions having different physical conditions. These four mountainous regions are among the most landslide-prone areas in the United States.\r\n\r\n The Colorado Plateau is a deformed platform where interbedded sedimentary rocks of varied lithologic properties have been gently warped and deeply eroded. The rocks are extensively fractured. Regional fracture systems, joints associated with individual geologic structures, and joints parallel to topographic surfaces, such as cliff faces, greatly influence slope stability. Detached blocks at the edges of mesas, as well as columns, arched recesses, and many natural arches on the Colorado Plateau, were formed wholly or in part by mass movement.\r\n\r\n In the Appalachian Highlands, earth flows, debris flows, and debris avalanches predominate in weathered bedrock and colluvium. Damaging debris avalanches result when persistent steady rainfall is followed by a sudden heavy downpour. Landsliding in unweathered bedrock is controlled locally by joint systems similar to those on the Colorado Plateau. In some places, outward gravitational movement of valley walls due to stress release has formed anticlines and caused thrusting in the center of valleys. \r\n\r\n In the Coast Ranges of California, slopes are steep, and rocks are varied and extensively deformed. One of the most slide-prone terrains of the Coast Ranges is the tectonic melange of the Franciscan assemblage, on which huge masses of debris are moving slowly downslope. In southern California, debris flows generated by soil slips are particularly damaging. Similar flows are common in poorly consolidated Tertiary rocks of the central part of the State. Like the debris avalanches of the Appalachian Highlands, the flows form during intense rainfall after previous steady rain.\r\n\r\n The Southern Rocky Mountains are complex in rock type and climate, so that the landslides there are also complex. Slides range from rock-falls at one extreme to slumps and debris flows at the other. They include ?sackungen,? which are distinguished by ridgetop grabens associated with uphill-facing scarps on ridge sides, both features of gravitational origin. Extensive regional joint patterns have not been recognized, and shallow soil slips are only a minor hazard.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1183","usgsCitation":"Radbruch-Hall, D.H., Colton, R.B., Davies, W.E., Lucchitta, I., Skipp, B.A., and Varnes, D., 1982, Landslide overview map of the conterminous United States (Version 1.0): U.S. Geological Survey Professional Paper 1183, 25 p., https://doi.org/10.3133/pp1183.","productDescription":"25 p.","costCenters":[],"links":[{"id":506,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/p1183/","linkFileType":{"id":5,"text":"html"}},{"id":373252,"rank":2,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/ofr97289","text":"Open File Report 97-289","linkFileType":{"id":5,"text":"html"},"linkHelpText":"Digital compilation of landslide overview map of the conterminous United 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\"properties\": {\n \"name\": \"United States\"\n }\n }\n ]\n}","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab4ba","contributors":{"authors":[{"text":"Radbruch-Hall, Dorothy H.","contributorId":102462,"corporation":false,"usgs":true,"family":"Radbruch-Hall","given":"Dorothy","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":149838,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Colton, Roger B.","contributorId":17967,"corporation":false,"usgs":true,"family":"Colton","given":"Roger","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":149834,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davies, William E.","contributorId":74730,"corporation":false,"usgs":true,"family":"Davies","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":149835,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lucchitta, Ivo","contributorId":94291,"corporation":false,"usgs":true,"family":"Lucchitta","given":"Ivo","email":"","affiliations":[],"preferred":false,"id":149837,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Skipp, Betty A. bskipp@usgs.gov","contributorId":1778,"corporation":false,"usgs":true,"family":"Skipp","given":"Betty","email":"bskipp@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":149833,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Varnes, David J.","contributorId":86322,"corporation":false,"usgs":true,"family":"Varnes","given":"David J.","affiliations":[],"preferred":false,"id":149836,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":30171,"text":"wri824025 - 1982 - Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri824025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4025","title":"Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow","docAbstract":"This report describes modifications incorporated into the finite-difference model for simulation of groundwater flow in three dimensions. These modifications extend the application of this model to simulations involving head-dependent sources and sinks (i.e., rivers, evapotranspiration, and springs or drains). Other modifications are made that enhance the iterative-solution process of the Strongly Implicit Procedure (SIP). An acceleration (or dampening) factor is introduced to the matrix equation that is to be solved, and optional methods of computing iteration parameters are incorporated into the original model. This report also describes corrections to the model that eliminate errors in the equation formulation and in mass-balance computations of certain types of simulations. Additional data-input instructions, definitions of new variables, and a list of program-statement changes are given in an appendix. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824025","usgsCitation":"Torak, L., 1982, Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 82-4025, 67 p. in various pagings :ill. ;28 cm., https://doi.org/10.3133/wri824025.","productDescription":"67 p. in various pagings :ill. ;28 cm.","costCenters":[],"links":[{"id":119630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4025/report-thumb.jpg"},{"id":58972,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db6285cf","contributors":{"authors":[{"text":"Torak, L.J.","contributorId":87533,"corporation":false,"usgs":true,"family":"Torak","given":"L.J.","affiliations":[],"preferred":false,"id":202802,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11594,"text":"ofr82704 - 1982 - Interpretation of Schlumberger DC resistivity data from Gibson Dome-Lockhart Basin study area, San Juan County, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:06:49","indexId":"ofr82704","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-704","title":"Interpretation of Schlumberger DC resistivity data from Gibson Dome-Lockhart Basin study area, San Juan County, Utah","docAbstract":"A Schlumberger dc resistivity survey of the Gibson Dome-Lockhart Basin area, San Juan County, Utah, has revealed the following electrical characteristics of the area: (1) the area between the northern part of Davis Canyon and Gibson Dome is electrically quite uniform and resistive at the depth of the Pennsylvanian evaporite deposits, (2) there is a deep conductive anomaly at Horsehead Rock, and (3) there are several shallow and deep electrical anomalies in the vicinity of the Lockhart fault system. No adverse indicators were found for nuclear waste repository siting south of Indian Creek, but additional soundings should be made to increase data density and to extend the survey area southward. The Lockhart fault system appears to have triggered salt dissolution or flow outside the limits of Lockhart Basin; further geophysical work and drilling will be required to understand the origin of the Lockhart Basin structure and its present state of activity. This problem is important because geologic processes that lead to enlargement of the Lockhart Basin structure or to development of similar structures would threaten the integrity of a repository in the Gibson Dome area.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82704","usgsCitation":"Watts, R., 1982, Interpretation of Schlumberger DC resistivity data from Gibson Dome-Lockhart Basin study area, San Juan County, Utah: U.S. Geological Survey Open-File Report 82-704, 21 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82704.","productDescription":"21 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":145911,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0704/report-thumb.jpg"},{"id":39453,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0704/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667072","contributors":{"authors":[{"text":"Watts, R.D.","contributorId":94666,"corporation":false,"usgs":true,"family":"Watts","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":163412,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11137,"text":"ofr82763 - 1982 - Water-quality assessment of the American River, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:19","indexId":"ofr82763","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-763","title":"Water-quality assessment of the American River, California","docAbstract":"Based on an analysis of water-quality data from more than 168 sites, the American River was found to be of overall good quality and suitable for all beneficial uses specified by the State of California, even though its natural condition has been altered by man 's activities in the basin. Time trend analyses indicate an increase in specific conductance (dissolved solids), hardness, and alkalinity over the past 20 years in the lower American River near Sacramento downstream from treated effluent and urban runoff sources. Most violations of specific water quality objectives for the basin have occurred in this segment. Water-quality conditions in the segment are expected to improve in 1982 when sewage treatment facility discharges will be discontinued. Potential water-quality problems in the upper American River basin could result from recreational overuse, improper land-use or poorly managed mining operations. Recreational overuse and increased urban runoff are the principal threats to water quality in the lower American River. Proposed monitoring activities include low-flow investigations on the lower American to measure diurnal variations in water-quality characteristics and studies in the uppper basin to determine the impact of increasing recreation and development as well as the effects of mine discharge. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82763","usgsCitation":"Shulters, M., 1982, Water-quality assessment of the American River, California: U.S. Geological Survey Open-File Report 82-763, vi, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82763.","productDescription":"vi, 77 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142449,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0763/report-thumb.jpg"},{"id":38900,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0763/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38901,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0763/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e5246","contributors":{"authors":[{"text":"Shulters, M.V.","contributorId":54583,"corporation":false,"usgs":true,"family":"Shulters","given":"M.V.","email":"","affiliations":[],"preferred":false,"id":162606,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28189,"text":"wri824017 - 1982 - Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4017","title":"Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79","docAbstract":"Prior to development on Long Island, about 95 percent of total streamflow originated as groundwater seepage from the upper glacial aquifer; the remaining 5 percent consisted of direct storm runoff. Thus, the streams on Long Island function as groundwater drains. Their flow in dry weather is directly controlled by groundwater levels adjacent to the stream channels. Sewage systems in Nassau County have caused a general lowering of groundwater levels, which in turn has severely reduced streamflow. This report presents monthly water-level measurements in 259 wells in Nassau county from 1978-79 to provide a data base to evaluate the need to replace streamflow lost through lowering of the water table. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824017","usgsCitation":"Ku, H.F., and Simmons, D.L., 1982, Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79: U.S. Geological Survey Water-Resources Investigations Report 82-4017, iv, 34 p. :maps ;28 cm., https://doi.org/10.3133/wri824017.","productDescription":"iv, 34 p. :maps ;28 cm.","costCenters":[],"links":[{"id":110154,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35547.htm","linkFileType":{"id":5,"text":"html"},"description":"35547"},{"id":159249,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4017/report-thumb.jpg"},{"id":57025,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4017/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57026,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9e3d","contributors":{"authors":[{"text":"Ku, H. F.","contributorId":19976,"corporation":false,"usgs":true,"family":"Ku","given":"H.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199363,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, D. L.","contributorId":105325,"corporation":false,"usgs":true,"family":"Simmons","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199364,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20415,"text":"ofr82696 - 1982 - Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, 1975-79","interactions":[],"lastModifiedDate":"2012-02-02T00:07:39","indexId":"ofr82696","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-696","title":"Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, 1975-79","docAbstract":"This report summarizes data collected by the U.S. Geological Survey for the U.S. Department of Energy, Naval Petroleum, and Oil Shale Reserves in the Parachute Creek drainage basin of western Colorado. It includes data from five surface-water gages, two automatic sediment samplers and two water-quality monitors. Instantaneous streamflow measurements were made at 63 sites on Parachute Creek tributaries to determine gain or loss of flow. Thirteen springs and nine surface-water sites were sampled and chemical analyses of these sites are included. From 1975 to 1979, 88 spring sites were inventoried; conductivity, temperature, pH, and discharge were measured. Climate data include maximum, minimum, and total daily solar radiation. Daily total precipitation is reported for three stations and snow-course data is reported for one site.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82696","usgsCitation":"Patt, R.O., Adams, D.B., and Collins, D.L., 1982, Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, 1975-79: U.S. Geological Survey Open-File Report 82-696, v, 134 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82696.","productDescription":"v, 134 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":152090,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0696/report-thumb.jpg"},{"id":49957,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0696/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db6077cc","contributors":{"authors":[{"text":"Patt, Ralph O.","contributorId":61450,"corporation":false,"usgs":true,"family":"Patt","given":"Ralph","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":182611,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adams, D. Briane","contributorId":35707,"corporation":false,"usgs":true,"family":"Adams","given":"D.","email":"","middleInitial":"Briane","affiliations":[],"preferred":false,"id":182610,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Collins, Dannie L.","contributorId":77925,"corporation":false,"usgs":true,"family":"Collins","given":"Dannie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":182612,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27657,"text":"wri824019 - 1982 - Model modifications for simulation of flow through stratified rocks in eastern Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4019","title":"Model modifications for simulation of flow through stratified rocks in eastern Ohio","docAbstract":"A quasi three-dimensional groundwater flow model is being used as part of a study to determine impacts of coal-strip mining on local hydrologic systems. Modifications to the model were necessary to simulate local hydrologic conditions properly. Perched water tables required that the method of calculating vertical flow rate be changed. A head-dependent spring-discharge function and a head-dependent stream aquifer-interchange function were added to the program. Modifications were also made to allow recharge from precipitation to any layer. The modified program, data deck instructions, and sample input and output are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824019","usgsCitation":"Helgesen, J.O., Razem, A., and Larson, S.P., 1982, Model modifications for simulation of flow through stratified rocks in eastern Ohio: U.S. Geological Survey Water-Resources Investigations Report 82-4019, iv, 113 p. :ill. ;28 cm., https://doi.org/10.3133/wri824019.","productDescription":"iv, 113 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4019/report-thumb.jpg"},{"id":56512,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a2f","contributors":{"authors":[{"text":"Helgesen, J. O.","contributorId":62600,"corporation":false,"usgs":true,"family":"Helgesen","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":198482,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":198481,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, S. P.","contributorId":34903,"corporation":false,"usgs":true,"family":"Larson","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198480,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29731,"text":"wri824083 - 1982 - The effects of channel excavation on water-quality characteristics of the Black River and on ground-water levels near Dunn, North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T08:38:17","indexId":"wri824083","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4083","title":"The effects of channel excavation on water-quality characteristics of the Black River and on ground-water levels near Dunn, North Carolina","docAbstract":"During 1976-81 data were collected at three sites on the Black River near Dunn, N.C., to define the effects of channel excavation on stream quality and on ground-water levels in nearby areas. One of the data sites was located upstream from the five-mile long excavated reach and served as a background station. Changes in various characteristics of this Coastal Plain stream were determined by comparing data collected before, during, and after the construction period. After deepening of the channel by more than 2 feet, ground-water levels within 100 feet of the stream declined a proportionate amount; however, levels in a well 500 feet from the stream were unchanged. Flow velocities during channel deepening were 100 percent higher than velocities prior to construction. An average increase in water temperatures of about one degree Celsius was observed following removal of trees and brush that provided shading to the stream. After construction, concentrations of dissolved oxygen also increased. The percent of saturation increased 20 to 25 percent in the lower values. Maximum concentrations of suspended sediment increased from about 75 mg/L prior to construction to over 2000 mg/L during construction. Within a year after construction, levels of suspended sediment during stormflow had decreased but remained 5 to 10 times greater than preconstruction levels. Little or no change occurred in pH, total-dissolved solids, nitrogen, phosphorus, and bacteria.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824083","usgsCitation":"Simmons, C., and Watkins, S., 1982, The effects of channel excavation on water-quality characteristics of the Black River and on ground-water levels near Dunn, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 82-4083, v, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824083.","productDescription":"v, 33 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":58538,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160487,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4083/report-thumb.jpg"}],"country":"United States","state":"North Carolina","city":"Dunn","otherGeospatial":"Black River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.82415771484375,\n 35.14349410278418\n ],\n [\n -78.82415771484375,\n 35.55792619233778\n ],\n [\n -78.519287109375,\n 35.55792619233778\n ],\n [\n -78.519287109375,\n 35.14349410278418\n ],\n [\n -78.82415771484375,\n 35.14349410278418\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65dfee","contributors":{"authors":[{"text":"Simmons, C.E.","contributorId":32572,"corporation":false,"usgs":true,"family":"Simmons","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":202028,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Watkins, S.A.","contributorId":83962,"corporation":false,"usgs":true,"family":"Watkins","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":202029,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27126,"text":"wri8221 - 1982 - Evaluation of the streamflow-data program in Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T11:20:45","indexId":"wri8221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-21","title":"Evaluation of the streamflow-data program in Pennsylvania","docAbstract":"The stream-gaging program in Pennsylvania is subject to budgetary constraints in the next several years. Elimination of those gaging stations that have no current-purpose use and little utility in providing regional flow-characteristic information is the most effective way to reduce costs.
\nThe efficient design of a network of gaging stations for obtaining regional information requires knowledge of the information in the data base and an assessment of the potential for improving the accuracy of data-transfer mechanisms. The analytical technique known as Network Analysis for Regional Information is used to assess acquired streamflow information and to evaluate its transferability within previously determined regions of homogenous streamflow characteristics. Regression equations that relate low-, mean-, and flood-flow characteristics to basin parameters are the data-transfer mechanisms used in the evaluation. This analysis showed that only minor improvements in the regression equations can be expected after 20 additional years of data collection at gages in the 1980 program. Transfer mechanisms with less model error are needed for improved data transferability.
\nA more efficient program can be achieved by discontinuing selected gages in the planning-and-design network. To this end, 11 continuous-record and 25 partial-record gages were selected to be discontinued by April 1, 1980. Additionally, 6 continuous-record and 29 partial-record gages are suggested to be discontinued at the end of the 1985 water year.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8221","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Flippo, H.N., 1982, Evaluation of the streamflow-data program in Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-21, Report: iv, 56 p.; Plate: 21.03 x 13.87 inches, https://doi.org/10.3133/wri8221.","productDescription":"Report: iv, 56 p.; Plate: 21.03 x 13.87 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science 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Jr.","contributorId":36597,"corporation":false,"usgs":true,"family":"Flippo","given":"Herbert","suffix":"Jr.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":197598,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56201,"text":"wdrNY811 - 1982 - Water resources data, New York, water year 1981; Volume 1. Eastern New York excluding Long Island","interactions":[],"lastModifiedDate":"2024-07-22T21:02:49.725547","indexId":"wdrNY811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"NY-81-1","title":"Water resources data, New York, water year 1981; Volume 1. Eastern New York excluding Long Island","docAbstract":"Water resources data for the 1981 water year for New York consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels of ground-water wells. This volume contains records for water discharge at 105 gaging stations; stage only at 6 gaging stations; and stage and contents at 4 gaging stations and 19 other lakes and reservoirs; water quality at 29 gaging stations, 5 precipitation stations and 4 partial-record stations; and water levels at 23 observation wells. Also included are data for 50 crest-stage and 14 low-flow partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program and are published as miscellaneous measurements and analyses. These data together with the data in Volumes 2 and 3 represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in New York.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrNY811","collaboration":"Prepared in cooperation with the State of New York and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data, New York, water year 1981; Volume 1. Eastern New York excluding Long Island: U.S. Geological Survey Water Data Report NY-81-1, viii, 318 p., https://doi.org/10.3133/wdrNY811.","productDescription":"viii, 318 p.","costCenters":[],"links":[{"id":431318,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/ny-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":180910,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/ny-81-1/report-thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"eastern New York excluding Long Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -73.50726953585145,\n 44.98041799746011\n ],\n [\n -76.02932029130172,\n 44.98041799746011\n ],\n [\n -76.02932029130172,\n 41.044913356229046\n ],\n [\n -73.50726953585145,\n 41.044913356229046\n ],\n [\n -73.50726953585145,\n 44.98041799746011\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0f16","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532449,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":7572,"text":"ofr821015 - 1982 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","interactions":[{"subject":{"id":7572,"text":"ofr821015 - 1982 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"ofr821015","publicationYear":"1982","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"predicate":"SUPERSEDED_BY","object":{"id":746,"text":"wsp2229 - 1984 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"wsp2229","publicationYear":"1984","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"id":1}],"supersededBy":{"id":746,"text":"wsp2229 - 1984 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"wsp2229","publicationYear":"1984","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"lastModifiedDate":"2025-07-29T18:50:45.55039","indexId":"ofr821015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-1015","title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","docAbstract":"Test well DO-CE 88 at Cambridge, Maryland, penetrated 3,299 feet of unconsolidated Quaternary, Tertiary and Cretaceous sediments and bottomed in quartz-monzonite gneiss. The well was drilled to provide data for a study of the aquifer system of the northern Atlantic Coastal Plain. Twenty-one core samples were collected. Six sand zones were tested for aquifer properties and sampled for ground-water chemistry. Point-water heads were measured at seven depths. Environmental heads (which ranged from -18.33 to +44.16 feet relative to sea level) indicate an upward component of flow. A temperature log showed a maximum temperature of 41.9 degrees Celsius and a mean temperature gradient of 0.00838 degrees Celsius per foot.
The water analyses delineated the freshwater-saltwater transition zone between 2,650 and 3,100 feet. The ground water changes progressively downward from a sodium bicarbonate to a sodium chloride character. Clays in the analyzed core samples belong to the montmorillonite and kaolinite groups, and mean cation exchange capacity ranged from 8.3 to 38.9 milliequivalents per 100 grams.
Vertical and horizontal hydraulic conductivities measured in cores ranged from 1.5 x 10-s to 1.3 feet per day and from 7.3 x 10-6 to 1.3 feet per day, respectively, but the most permeable sands were not cored. Porosity was 1.5 percent in the quartz monzonite bedrock and ranged from 22.4 to 41 percent in the overlying sediments. Transmissivities from aquifer tests ranged from 25 to 850 feet squared per day, horizontal hydraulic conductivities ranged from 2.5 to 85 feet squared per day, and intrinsic permeabilities ranged from 0.8 to 23 micrometers squared.
Fossils identified in core samples include palynomorphs, dinoflagellates, and foraminifers.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr821015","usgsCitation":"Trapp, H., Knobel, L., Meisler, H., and Leahy, P., 1982, Test well DO-CE 88 at Cambridge, Dorchester County, Maryland: U.S. Geological Survey Open-File Report 82-1015, vi, 81 p., https://doi.org/10.3133/ofr821015.","productDescription":"vi, 81 p.","costCenters":[],"links":[{"id":493140,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1015/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140702,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1015/report-thumb.jpg"}],"country":"United States","state":"Maryland","county":"Dorchester 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684b65","contributors":{"authors":[{"text":"Trapp, Henry","contributorId":107693,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","affiliations":[],"preferred":false,"id":156180,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knobel, L.L.","contributorId":83115,"corporation":false,"usgs":true,"family":"Knobel","given":"L.L.","affiliations":[],"preferred":false,"id":156178,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Meisler, Harold","contributorId":34103,"corporation":false,"usgs":true,"family":"Meisler","given":"Harold","email":"","affiliations":[],"preferred":false,"id":156177,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Leahy, P.P.","contributorId":104896,"corporation":false,"usgs":true,"family":"Leahy","given":"P.P.","email":"","affiliations":[],"preferred":false,"id":156179,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25963,"text":"wri8247 - 1982 - Ground-water resources of the White River basin, Delaware County, Indiana","interactions":[],"lastModifiedDate":"2020-11-05T21:15:00.164788","indexId":"wri8247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-47","title":"Ground-water resources of the White River basin, Delaware County, Indiana","docAbstract":"The ground-water resources of the White River basin in and near Delaware County, Indiana, were investigated by mapping the aquifers, calculating their hydraulic properties, determining the distribution of potentiometric head, and determining some of the components of the ground-water budget from data collected in the field. This information was used to construct and calibrate a seven-layer, digital ground-water-flow model. The model, constructed and calibrated to water-level and seepage data collected during the study, simulates conditions for the autumn of 1977. The model was used to assess ground-water potential in terms of yield, drawdown, and streamflow depletion.
Drift covers nearly the entire area and generally ranges in thickness from 0 to 500 feet. Beneath the drift lie Silurian and Ordovician limestone, dolomite, and shale. A bedrock valley trends east-west through the center of the area. Bedrock surface relief is about 400 feet.
Six confined sand and gravel aquifers interbedded in the drift, a bedrock aquifer, and an unconfined outwash aquifer are the three major aquifer systems. The nearly horizontal, areally discontinuous, confined sand and gravel aquifers generally range in thickness from 5 to 40 feet and have an average hydraulic conductivity estimated to be 433 feet per day. The bedrock aquifer underlying all of Delaware County has a permeable thickness estimated to be 150 feet and an average transmissivity of 1,000 square feet per day.
Observation-well records indicate that water-level fluctuation is seasonal and has no long-term trends. Municipal and industrial ground-water pumpage for 1976 was 3.1 million gallons per day (4.8 cubic feet per second). On October 29, 1977, when the flow duration in the White River at Muncie was 80 percent, ground-water seepage to streams was 81 cubic feet per second. The water budget simulated in the model indicated that the rate of inflow to the ground-water system in the modeled area is 102 cubic feet per second: 80 percent from effective areal recharge of precipitation and 20 percent from ground-water flow across the area boundaries. Two percent of the ground-water discharge is pump-age, 66 percent is seepage to streams, and the remaining 32 percent is flow across the area boundaries.
Simulations of seven pumping plans provide a general assessment of the water-yielding potential of the three major aquifer systems. Model results indicate that as much as 3 million gallons per day can be developed from well fields where the average drawdown is 20 feet. Model simulations also indicate that 7 million gallons per day is available from a potential well field around Muncie.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8247","collaboration":"Prepared in cooperation with the Indiana Department of Natural Resources","usgsCitation":"Arihood, L.D., and Lapham, W.W., 1982, Ground-water resources of the White River basin, Delaware County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 82-47, vi, 69 p., https://doi.org/10.3133/wri8247.","productDescription":"vi, 69 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":380218,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157571,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0047/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Delaware County","otherGeospatial":"White River basin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.4451,40.3792],[-85.2205,40.379],[-85.2182,40.3073],[-85.2168,40.2198],[-85.2165,40.135],[-85.2157,40.0765],[-85.5763,40.0769],[-85.5784,40.3794],[-85.4451,40.3792]]]},\"properties\":{\"name\":\"Delaware\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696a92","contributors":{"authors":[{"text":"Arihood, Leslie D. 0000-0001-5792-3699 larihood@usgs.gov","orcid":"https://orcid.org/0000-0001-5792-3699","contributorId":2357,"corporation":false,"usgs":true,"family":"Arihood","given":"Leslie","email":"larihood@usgs.gov","middleInitial":"D.","affiliations":[{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true},{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195554,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195555,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57287,"text":"wdrPA821 - 1982 - Water resources data, Pennsylvania water year 1982. Volume 1: Delaware River basin","interactions":[],"lastModifiedDate":"2024-07-26T22:42:15.033828","indexId":"wdrPA821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-82-1","title":"Water resources data, Pennsylvania water year 1982. Volume 1: Delaware River basin","docAbstract":"Water resources data for the 1982 water year for Pennsylvania consist of records of discharge and water quality of streams; elevation and contents of lakes and reservoirs; and elevation of tides; and water levels of ground-water wells. This volume contains records for water discharge at 66 gaging stations; elevation and contents at 11 lakes and reservoirs; elevation of tides at 1 gaging station; water quality at 33 gaging stations; and water levels at 16 observation wells. Also included are data for 34 crest-stage, 80 low-flow, and 43 water-quality partial-record stations. Locations of these sites are shown on figures 6 through 9. Additional water data were collected at various sites not involved in the systematic data-collection program and are published as miscellaneous measurements and analyses. These data together with the data in Volume 2 and 3 represent that part of the National Water Data System operated by the
U.S. Geological Survey and cooperating State, local and Federal agencies in Pennsylvania.
Water resources data for the 1981 water year for West Virginia consist of records of stage, discharge, and water quality of streams and springs; stage and contents of lakes and reservoirs; and water levels in wells. This report contains discharge records for 120 gaging stations; stage only records for 8 gaging stations; stage and contents for 8 lakes and reservoirs; contents for 1 reservoir; change in contents for 1 reservoir; water quality for 103 gaging stations; and water levels for 35 observation wells. Also included are 2 crest-stage partial-record stations, and 1 low-flow partial record station. Additional water data were collected at various sites, not part of the systematic data collections program, and are published as miscellaneous measurements and analyses. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal Agencies in West Virginia.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWV811","collaboration":"Prepared in cooperation with the State of West Virginia and other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data, West Virginia, water year 1981: U.S. Geological Survey Water Data Report WV-81-1, viii, 505 p., https://doi.org/10.3133/wdrWV811.","productDescription":"viii, 505 p.","costCenters":[],"links":[{"id":482450,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/wv-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184205,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"West 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Virginia\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa5b9","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533045,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56883,"text":"wdrPA813 - 1982 - Water resources data, Pennsylvania, water year 1981. Volume 3: Ohio River and St. Lawrence River basins","interactions":[],"lastModifiedDate":"2024-07-26T22:43:26.846316","indexId":"wdrPA813","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-81-3","title":"Water resources data, Pennsylvania, water year 1981. Volume 3: Ohio River and St. Lawrence River basins","docAbstract":"Water resources data for the 1981 water year for Pennsylvania consist of records of discharge and water quality of streams; elevation and contents of lakes and reservoirs; and water levels of ground-water wells. This volume contains records for water discharge at 86 gaging stations; elevations and contents at 3 lakes and reservoirs; water quality at 35 gaging stations; and water levels at 20 observation wells. Also included are data for 11 crest-stage, 7 low-flow and 322 water-quality partial-record stations. Locations of these sites are shown on figures 4 through 7. Additional water data were collected at various sites not involved in the systematic data-collection program and are published as miscellaneous measurements and analyses. These data together with the data in Volumes 1 and 2 represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrPA813","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources, the Philadelphia Water Department and with other State, municipal, and Federal agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data, Pennsylvania, water year 1981. Volume 3: Ohio River and St. Lawrence River basins: U.S. Geological Survey Water Data Report PA-81-3, vii, 314 p., https://doi.org/10.3133/wdrPA813.","productDescription":"vii, 314 p.","costCenters":[],"links":[{"id":431540,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/pa-81-3/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":183959,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/pa-81-3/report-thumb.jpg"}],"country":"United 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