An exploratory well, located at 388 feet above sea level in Kipahulu Valley on Maui, Hawaii, was completed and tested in October 1980. The 410-foot well penetrates a series of very dense basaltic lava flows of the Hana Formation. At an elevation of 10 feet above mean sea level, the well penetrated a water-bearing zone of permeable basaltic rock. Water from this zone had a head of about 76 feet above sea level. In October of 1980, the well was pump tested for 9 hours at various discharge rates up to 350 gallons per minute with a maximum drawdown of about 12 feet. Based on the test data, the well should produce water at a rate of 200 gallons per minute with a drawdown of less than 3 feet. The water level in the well was continuously monitored from October 1980 to mid-November 1981, during which period a maximum decline of 20 feet was recorded. Water level fluctuations in the well can be correlated to the flow in nearby Palikea Stream. The long-term water level in the well should stabilize at about 75 feet above sea level. Water quality was excellent. The total dissolved-solids content was 49 milligrams per liter and the chloride content was 4.2 milligrams per liter.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834066","usgsCitation":"Souza, W.R., 1983, Exploratory drilling and aquifer testing at the Kipahulu District, Haleakala National Park, Maui, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 83-4066, v, 26 p., https://doi.org/10.3133/wri834066.","productDescription":"v, 26 p.","costCenters":[],"links":[{"id":58671,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4066/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123551,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4066/report-thumb.jpg"},{"id":411586,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35701.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Hawaii","otherGeospatial":"Haleakala National Park","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -156.25717163085938,\n 20.580081709180345\n ],\n [\n -156.01547241210938,\n 20.580081709180345\n ],\n [\n -156.01547241210938,\n 20.78693059257028\n ],\n [\n -156.25717163085938,\n 20.78693059257028\n ],\n [\n -156.25717163085938,\n 20.580081709180345\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f78f4","contributors":{"authors":[{"text":"Souza, W. R.","contributorId":102114,"corporation":false,"usgs":true,"family":"Souza","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202254,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29764,"text":"wri834151 - 1983 - Water resources of the Fort Union coal region, east-central Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4151","title":"Water resources of the Fort Union coal region, east-central Montana","docAbstract":"The shallow ground-water system in the Fort Union coal region overlies the Upper Cretaceous Bearpaw Shale. It includes the Upper Cretaceous Fox Hills Sandstone and the overlying Hell Creek Formation, Paleocene Fort Union Formation, and Pleistocene and Holocene glacial deposits, terrace deposits, and alluvium. Two general flow patterns are present in aquifers above the Hell Creek Formation and a third may occur in the Fox Hills-lower Hell Creek aquifer. Recharge to the shallow ground-water system from direct infiltration of snowmelt and rainfall is about 50 ,000 acre-ft/yr. Discharge from the system is to perennial streams (about 5,000 acre-ft/yr to the Redwater River), withdrawal by wells (about 2,000 acre-ft/yr for livestock use and 2,500 acre-ft/yr for domestic use), and 34 to 45 in./yr to evapotranspiration. Primary constituents in water above the Hell Creek Formation are sodium, bicarbonate, and sulfate, and dissolved-solids concentrations are about 1,800 mg/L; water below a depth of about 200 feet contains more sodium and bicarbonate. Water in the Fox Hills-lower Hell Creek aquifer has an average dissolved-solids concentration of 1,180 mg/L. Flows in most streams have large seasonal variations, with the largest flows occurring in the spring as a result of snowmelt and rainfall. Dissolved-solids concentrations of streams generally are largest during low flow and smallest during high flow. Concentrations ranged from 160 to 6,960 mg/L in small streams and from 400 to 600 mg/L in the Missouri and Yellowstone Rivers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834151","usgsCitation":"Slagle, S., 1983, Water resources of the Fort Union coal region, east-central Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4151, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834151.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4151/report-thumb.jpg"},{"id":58561,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4151/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58562,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4151/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db545d29","contributors":{"authors":[{"text":"Slagle, S.E.","contributorId":25602,"corporation":false,"usgs":true,"family":"Slagle","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":202080,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30277,"text":"wri824082 - 1983 - Water resources of the Truk Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri824082","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4082","title":"Water resources of the Truk Islands","docAbstract":"The Truk Islands, part of the Caroline Islands in the western Pacific, consist of 19 volcanic islands and about 65 coral islets. The volcanic islands and some of the coral islets are scattered in an 820-square-mile lagoon enclosed by a 125-mile long barrier reef. Moen, although not the largest, is by far the most developed island and is the adminstrative, commercial, educational, and transporation center of the islands. Monthly rainfall records for most years are available since 1903. Rainfall-runoff comparisons show that about half the annual rainfall runs off as surface water into Truk Lagoon. Flow characteristics of the major streams, based on more than 11 years of record, are provided and the application of data for possible use in the design of reservoirs and rain catchments is included. Historical and present development of all water sources is given. The chemical analyses of surface and ground water on Moen, with the exception of water from well 9, show the good quality of the water sources. This report summarizes all hydrologic data collected and provides interpretations that can be used for development and management of the water resources. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824082","usgsCitation":"Van der Brug, O., 1983, Water resources of the Truk Islands: U.S. Geological Survey Water-Resources Investigations Report 82-4082, xvii, 240 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824082.","productDescription":"xvii, 240 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4082/report-thumb.jpg"},{"id":59060,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f02fe","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29151,"text":"wri834052 - 1983 - Ground water in the Redding Basin, Shasta and Tehama counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri834052","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4052","title":"Ground water in the Redding Basin, Shasta and Tehama counties, California","docAbstract":"An appraisal of ground-water conditions in the Redding Basin was made by the U.S. Geological Survey and the California Department of Water Resources during 1979 and 1980. The basin covers about 510 square miles in the northern part of the Central Valley of California. Ground water in the basin is obtained principally from wells tapping continental deposits of Tertiary and/or Quaternary age. These deposits are arranged in a synclinal structure that trends and plunges southward. Recharge to the basin is from subsurface inflow; infiltration of precipitation and excess irrigation water; and percolation of certain reaches of streams and creeks. Ground-water movement is generally from the periphery of the basin towards the Sacramento River. Hydrographs for the period 1956 to 1970 show only a slight water-level decline and virtually no change between 1970 and 1979. The total estimated pumpage for 1976 was 82,000 acre-feet. Estimated usable storage capacity for the basin is about 5.5 million acre-feet. Chemical quality of ground water is rated good to excellent. Water type is a magnesium-calcium bicarbonate in character. The underlying Chico Formation contains saline marine water which is of poor quality. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834052","usgsCitation":"Pierce, M., 1983, Ground water in the Redding Basin, Shasta and Tehama counties, California: U.S. Geological Survey Water-Resources Investigations Report 83-4052, iv, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834052.","productDescription":"iv, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123782,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4052/report-thumb.jpg"},{"id":58025,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4052/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ae4b07f02db69d549","contributors":{"authors":[{"text":"Pierce, M.J.","contributorId":8893,"corporation":false,"usgs":true,"family":"Pierce","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":201030,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29960,"text":"wri834180 - 1983 - Hydrogeology and water quality of six landfill sites in Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2025-01-13T20:35:29.807192","indexId":"wri834180","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4180","title":"Hydrogeology and water quality of six landfill sites in Hillsborough County, Florida","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834180","usgsCitation":"Stewart, J.W., Duerr, A.D., and Fernandez, M., 1983, Hydrogeology and water quality of six landfill sites in Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4180, viii, 112 p., https://doi.org/10.3133/wri834180.","productDescription":"viii, 112 p.","costCenters":[],"links":[{"id":58778,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4180/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466154,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35829.htm","text":"Eureka Springs landfill","linkFileType":{"id":5,"text":"html"}},{"id":121874,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4180/report-thumb.jpg"},{"id":466155,"rank":4,"type":{"id":36,"text":"NGMDB Index 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J. W.","contributorId":72774,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202433,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duerr, A. D.","contributorId":29821,"corporation":false,"usgs":true,"family":"Duerr","given":"A.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":202432,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fernandez, Mario Jr.","contributorId":77155,"corporation":false,"usgs":true,"family":"Fernandez","given":"Mario","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202434,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29330,"text":"wri824081 - 1983 - Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824081","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4081","title":"Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought","docAbstract":"An intensive limnological study of Shasta Lake was made in conjunction with the California Department of Water Resources during the 1977 drought. Water-quality data were collected from March 1977 through September 1978 at six lake stations and four lake tributary stations. Data collected during and after the drought were compared. Lake water quality is described as a function of lake morphometry, climate, hydrology, and reservoir hydraulics. Results indicate Shasta Lake is a warm monomictic lake. Tributary inflow to the lake and outflow through the dam generate density currents which promote mixing at depth and the development of an extensive metalimnion. During the drought, record low lake levels resulted in the exposure of an extensive nearshore sediment zone. Resuspended sediments caused a deterioration of water quality. The most notable effects, in comparison with post-drought conditions, were decreased light penetration, increased dissolved-solids concentration and specific conductance, decreased dissolved-oxygen concentrations, and elevated nutrient levels. A hypolimnetic anoxic condition was observed at the upstream stations of the lake. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824081","usgsCitation":"Rettig, S., and Bortleson, G.C., 1983, Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought: U.S. Geological Survey Water-Resources Investigations Report 82-4081, vii, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824081.","productDescription":"vii, 66 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122755,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4081/report-thumb.jpg"},{"id":58168,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5220","contributors":{"authors":[{"text":"Rettig, S.A.","contributorId":104105,"corporation":false,"usgs":true,"family":"Rettig","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":201357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bortleson, Gilbert C.","contributorId":57472,"corporation":false,"usgs":true,"family":"Bortleson","given":"Gilbert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201356,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29032,"text":"wri834062 - 1983 - Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri834062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4062","title":"Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho","docAbstract":"Water-quality data were collected from 92 wells in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho. Current data were compiled with pre-1980 data from 116 wells to define water-quality conditions in major aquifers. Factors affecting water quality are composition of aquifer materials, water temperature, and source of recharge. Mixing of water by interaquifer flow, from confined, hot water aquifers (40 degrees Celsius or greater) with water from cold water aquifers (less than 20 degrees Celsius) occurs along regional complex fault systems, and through partially cased boreholes. Cold water generally contains calcium, magnesium, and bicarbonate plus carbonate ions; hot water generally contains sodium, potassium, and bicarbonate plus carbonate ions. Warm water (between 20 degrees and 40 degrees Celsius) has an intermediate chemical composition resulting from mixing. Ground-water quality is acceptable for most uses, although it locally contains chemical constituents or physical properties that may restrict its use. Effects of thermal water used for irrigation on quality of shallow ground water are inconclusive. Long-term increase in concentrations of several constituents in parts of the study area may be due to effects of land- and water-use activities, such as infiltration of septic-tank effluent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834062","usgsCitation":"Parliman, D., 1983, Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho: U.S. Geological Survey Water-Resources Investigations Report 83-4062, ix, 94 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834062.","productDescription":"ix, 94 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123476,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4062/report-thumb.jpg"},{"id":57893,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db6557df","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":200828,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28554,"text":"wri834043 - 1983 - Streamflow losses and changes in ground-water levels along the Salt and Gila Rivers near Phoenix, Arizona — February 1978 to June 1980","interactions":[],"lastModifiedDate":"2021-12-14T20:52:13.450069","indexId":"wri834043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4043","title":"Streamflow losses and changes in ground-water levels along the Salt and Gila Rivers near Phoenix, Arizona — February 1978 to June 1980","docAbstract":"From March 1978 to June 1980, high runoff from the Salt and Verde drainage basins combined with large carryover storage in a reservoir system led to the release of about 8.26 million acre-feet of water. About 2.89 million acre-feet of the water was diverted above Granite Reef Dam, and about 5.45 million acre-feet was released into the normally dry channel of the Salt River. The total streamflow losses in the 74-mile reach between Granite Reef and Gillespie Dams were at least 474,000 acre-feet. Most of the water infiltrated into the permeable alluvial deposits along the Sal and Gila Rivers and increased the amount of ground water in storage. From February 1978 to May 1980, ground-water levels in 169 wells that tap the alluvial deposits in the Salt River Valley rose an average of 35.5 feet. The rise in ground-water levels was a direct result of the infiltrating floodwaters and a marked decrease in ground-water pumpage. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834043","usgsCitation":"Mann, L., and Rohne, P., 1983, Streamflow losses and changes in ground-water levels along the Salt and Gila Rivers near Phoenix, Arizona — February 1978 to June 1980: U.S. Geological Survey Water-Resources Investigations Report 83-4043, Report: iv, 10 p.; 3 Plates: 22.33 × 15.61 inches or smaller, https://doi.org/10.3133/wri834043.","productDescription":"Report: iv, 10 p.; 3 Plates: 22.33 × 15.61 inches or smaller","costCenters":[],"links":[{"id":57385,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4043/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57384,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4043/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159198,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4043/report-thumb.jpg"},{"id":392884,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35683.htm"},{"id":57386,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57383,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4043/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","city":"Phoenix","otherGeospatial":"Salt and Gila Rivers","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.5494384765625,\n 33.211116472416855\n ],\n [\n -111.6815185546875,\n 33.211116472416855\n ],\n [\n -111.6815185546875,\n 33.660353121928814\n ],\n [\n -112.5494384765625,\n 33.660353121928814\n ],\n [\n -112.5494384765625,\n 33.211116472416855\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4daa","contributors":{"authors":[{"text":"Mann, L. J.","contributorId":39392,"corporation":false,"usgs":true,"family":"Mann","given":"L. J.","affiliations":[],"preferred":false,"id":200017,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rohne, P. B.","contributorId":20368,"corporation":false,"usgs":true,"family":"Rohne","given":"P. B.","affiliations":[],"preferred":false,"id":200016,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28771,"text":"wri834018 - 1983 - Hydrology of the Little Androscoggin River Valley aquifer, Oxford County, Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri834018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4018","title":"Hydrology of the Little Androscoggin River Valley aquifer, Oxford County, Maine","docAbstract":"The Little Androscoggin River valley aquifer, a 15-square-mile sand and gravel valley-fill aquifer in southwestern Maine, is the source of water for the towns of Norway, Oxford, and South Paris. Estimated inflows to the aquifer during the 1981 water year were 16.4 cubic feet per second from precipitation directly on the aquifer, 11.2 cubic feet per second from till covered uplands adjacent to the aquifer, and 1.4 cubic feet per second from surface-water leakage. Outflows from the aquifer were 26.7 cubic feet per second to surface water and 2.3 cubic feet per second to wells. A finite-difference ground-water flow model was used to simulate conditions observed in the aquifer during 1981. Model conditions observed in the aquifer during 1981. Model simulations indicate that a 50 percent reduction of average 1981 recharge to the aquifer would cause water level declines of up to 20 feet in some areas. Model simulations of increased pumping at a high yield well in the northern part of the aquifer indicate that resulting changes in the water table will not be sufficient to intercept groundwater contaminated by a sludge disposal site. Water in the aquifer is low in dissolved solids (average for 38 samples was 67 mg/L), slightly acidic and soft. Ground-water contamination has occurred near a sludge-disposal site and in the vicinity of a sanitary landfill. Dissolved solids in ground water near the sludge disposal site were as much as ten times greater than average background values for the aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834018","usgsCitation":"Morrissey, D.J., 1983, Hydrology of the Little Androscoggin River Valley aquifer, Oxford County, Maine: U.S. Geological Survey Water-Resources Investigations Report 83-4018, viii, 87 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834018.","productDescription":"viii, 87 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123306,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4018/report-thumb.jpg"},{"id":57638,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57639,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57640,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57641,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57642,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57643,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57644,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57645,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4018/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57646,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a40b","contributors":{"authors":[{"text":"Morrissey, D. J.","contributorId":51305,"corporation":false,"usgs":true,"family":"Morrissey","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200369,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28683,"text":"wri834028 - 1983 - Computer simulation model of the Pleistocene valley-fill aquifer in southwestern Essex and southeastern Morris counties, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri834028","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4028","title":"Computer simulation model of the Pleistocene valley-fill aquifer in southwestern Essex and southeastern Morris counties, New Jersey","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834028","usgsCitation":"Meisler, H., 1983, Computer simulation model of the Pleistocene valley-fill aquifer in southwestern Essex and southeastern Morris counties, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 83-4028, 76 p. :maps ;28 cm., https://doi.org/10.3133/wri834028.","productDescription":"76 p. :maps ;28 cm.","costCenters":[],"links":[{"id":121639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4028/report-thumb.jpg"},{"id":57523,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4028/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57524,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4028/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7662","contributors":{"authors":[{"text":"Meisler, Harold","contributorId":34103,"corporation":false,"usgs":true,"family":"Meisler","given":"Harold","email":"","affiliations":[],"preferred":false,"id":200226,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29771,"text":"wri824020 - 1983 - Effect of urbanization on the water resources of Warminster Township, Bucks County, Pennsylvania","interactions":[],"lastModifiedDate":"2024-01-09T23:14:53.562485","indexId":"wri824020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4020","title":"Effect of urbanization on the water resources of Warminster Township, Bucks County, Pennsylvania","docAbstract":"Rapid suburban development occurred in Warminster Township and the surrounding area after World War II, resulting in a large population dependent on ground water. In 1980, approximately 2.7 billion gallons of ground water was pumped by public water suppliers and government facilities. Pumping wells can cause drawdown as far as 2,500 feet undip, downdip, or along strike even if the wells do not penetrate the same strata. Pumping wells have lowered base flow; a stream-gain-and-loss study showed that water lost from Little Neshaminy Creek was about 60 percent of the water pumped from wells near the stream. Net ground-water infiltration to sewers was about 830 million gallons in 1979, a wet year, and about 250 million gallons in 1980, a dry year. Estimated water budgets for 1979 and 1980 indicate evapotranspiration can range from 20 to 26 inches per year (1.0 to 1.2 million gallons per day per square mile) and recharge can range from 8 to 18 inches per year (0.4 to 0.9 million gallons per day per square mile). In a year with average precipitation (45 inches or 2.1 million gallons per day per square mile), evapotranspiration is about 24 inches (1.1 million gallons per day per square mile). Ground-water development in the area influenced by pumping is at its practical limit for years of average recharge, but as much as 1.1 million gallons per day of additional water may be obtained by drilling and pumping wells in areas of Warminster Township not affected by pumping.\r\n\r\n The concentration of most dissolved constituents increased in water from seven wells, sampled at the onset of urbanization in 1953 and 1956 and again in 1979. Ground-water contamination by volatile organic compounds, especially trichloroethylene and tetrachloroethylene, has made water from some wells unsuitable for public supply. The concentration of lead in 26 samples of ground water ranged from 0 to 55 micrograms per liter, with a median of 17 micrograms per liter; this is above the reported national median and the median in nearby Chester County. High concentrations of sulfate and dissolved solids in ground water are probably caused by restricted gournd-water circulation and may be reduced by long-term pumping, which flushes the aquifer. Effluent from sewage treatment plants has degraded the quality of low streamflow.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824020","usgsCitation":"Sloto, R., and Davis, D., 1983, Effect of urbanization on the water resources of Warminster Township, Bucks County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-4020, vi, 78 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824020.","productDescription":"vi, 78 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":424248,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35548.htm","linkFileType":{"id":5,"text":"html"}},{"id":58571,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4020/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124906,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4020/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","county":"Bucks County","otherGeospatial":"Warminster Township","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -75.183,\n 40.25\n ],\n [\n -75.183,\n 40.158\n ],\n [\n -75,\n 40.158\n ],\n [\n -75,\n 40.25\n ],\n [\n -75.183,\n 40.25\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625428","contributors":{"authors":[{"text":"Sloto, R. A.","contributorId":36155,"corporation":false,"usgs":true,"family":"Sloto","given":"R. A.","affiliations":[],"preferred":false,"id":202094,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, D.K.","contributorId":107324,"corporation":false,"usgs":true,"family":"Davis","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":202095,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29754,"text":"wri834202 - 1983 - Hydrology of an abandoned coal-mining area near McCurtain, Haskell County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834202","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4202","title":"Hydrology of an abandoned coal-mining area near McCurtain, Haskell County, Oklahoma","docAbstract":"Water quality was investigated from October 1980 to May 1983 in an area of abandoned coal mines in Haskell county, Oklahoma. Bedrock in the area is shale, siltstone, sandstone, and the McAlester (Stigler) and Hartshorne coals of the McAlester Formation and Hartshorne Sandstone of Pennsylvanian age. The two coal beds, upper and lower Hartshorne, associated with the Hartshorne Sandstone converge or are separated by a few feet or less of bony coal or shale in the McCurtain area. Many small faults cut the Hartshorne coal in all the McCurtain-area mines. The main avenues of water entry to and movement through the bedrock are the exposed bedding-plane openings between layers of sandstone, partings between laminae of shale, fractures and joints developed during folding and faulting laminae of shale, fractures and joints developed during folding and faulting of the brittle rocks, and openings caused by surface mining--the overburden being shattered and broken to form spoil. Water-table conditions exist in bedrock and spoil in the area. Mine pond water is in direct hydraulic connections with water in the spoil piles and the underlying Hartshorne Sandstone.\r\nSulfate is the best indicator of the presence of coal-mine drainage in both surface and ground water in the Oklahoma coal field. Median sulfate concentrations for four sites on Mule Creek ranged from 26 to 260 milligrams per liter. Median sulfate concentrations increased with increased drainage from unreclaimed mined areas. The median sulfate concentration in Mule Creek where it drains the reclaimed area is less than one-third of that at the next site downstream where the stream begins to drain abandoned (unreclaimed) mine lands.\r\n\r\nWater from Mule Creek predominantly is a sodium sulfate type. Maximum and median values for specific conductance and concentrations of calcium, magnesium, sodium, sulfate, chloride, dissolved solids, and alkalinity increase as Mule Creek flows downstream and drains increasing areas of abandoned (unreclaimed) mining lands. Constituent concentrations in Mule Creek, except those for dissolved solids, iron, manganese, and sulfate, generally do not exceed drinking-water limits. Reclamation likely would result in decreased concentrations of dissolved solids, calcium, magnesium, sodium, sulfate, and alkalinity in Mule Creek in the vicinity of the reclaimed area.\r\n\r\nGround water in the area is moderately hard to very hard alkaline water with a median pH of 7.2 to 7.6. It predominately is a sodium sulfate type and, except for dissolved solids, iron manganese, and sulfate, constituent concentrations generally do not exceed drinking-water limits. Ground-water quality would likely be unchanged by reclamation.\r\n\r\nThe quality of water in the two mine ponds is quite similar to that of the shallow ground water in the area. Constituents in water from both ponds generally do not exceed drinking-water limits and the water quality is unlikely to be changed by reclamation in the area.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834202","usgsCitation":"Slack, L.J., 1983, Hydrology of an abandoned coal-mining area near McCurtain, Haskell County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4202, v, 117 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834202.","productDescription":"v, 117 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124782,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4202/report-thumb.jpg"},{"id":58548,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4202/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58549,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4202/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e2ef3","contributors":{"authors":[{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202062,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29911,"text":"wri834002 - 1983 - Ground-water contamination at Wurtsmith Air Force Base, Michigan","interactions":[],"lastModifiedDate":"2017-01-25T14:09:18","indexId":"wri834002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4002","title":"Ground-water contamination at Wurtsmith Air Force Base, Michigan","docAbstract":"A sand and gravel aquifer of glacial origin underlies Wurtsmith Air Force Base in northeastern lower Michigan. The aquifer overlies a thick clay layer at an average depth of 65 feet. The water table is about 10 feet below land surface in the western part of the Base and about 25 feet below land surface in the eastern part. A ground-water divide cuts diagonally across the Base from northwest to southeast. South of the divide, ground water flows to the Au Sable River; north of the divide, it flows to Van Etten Creek and Van Etten Lake. Mathematical models were used to aid in calculating rates of groundwater flow. Rates range from about 0.8 feet per day in the eastern part of the Base to about 0.3 feet per day in the western part. Models also were used as an aid in making decisions regarding purging of contaminated water from the aquifer.
In 1977, trichloroethylene was detected in the Air Force Base water-supply system. It had leaked from a buried storage tank near Building 43 in the southeastern part of the Base and moved northeastward under the influence of the natural ground-water gradient and the pumping of Base water-supply wells. In the most highly contaminated part of the plume, concentrations are greater than 1,000 micrograms per liter. Current purge pumping is removing some of the trichloroethylene, and seems to have arrested its eastward movement. Pumping of additional purge wells could increase the rate of removal.
Trichloroethylene has also been detected in ground water in the vicinity of the Base alert apron, where a plume from an unknown source extends northeastward off Base. A smaller, less well-defined area of contamination also occurs just north of the larger plume. Trichloroethylene, identified near the waste-treatment plant, seepage lagoons, and the northern landfill area, is related to activities and operations in these areas. Dichloroethylene and trichloroethylene occur in significant quantities westward of Building 43, upgradient from the major spill site. Benzene, indicative of ground-water contamination by a fuel substance, occurs in an area northeast of the bulk-fuel storage area. Analysis of a variety of chemical, physical, and biologic characteristics of water on the Base indicate that there is a measurable affect on ground-water quality from landfills, the seepage lagoon, and the waste-treatment plant.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri834002","collaboration":"Prepared in cooperation with the U.S. Air Force","usgsCitation":"Stark, J., Cummings, T., and Twenter, F.R., 1983, Ground-water contamination at Wurtsmith Air Force Base, Michigan: U.S. Geological Survey Water-Resources Investigations Report 83-4002, Document: ix, 93 p.; Plate: 41.58 x 35.42 inches, https://doi.org/10.3133/wri834002.","productDescription":"Document: ix, 93 p.; Plate: 41.58 x 35.42 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":58728,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4002/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58729,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119514,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4002/report-thumb.jpg"}],"country":"United States","state":"Michigan","otherGeospatial":"Wurtsmith Air Force Base","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -83.416667,\n 44.483333\n ],\n [\n -83.416667,\n 44.425\n ],\n [\n -83.325,\n 44.425\n ],\n [\n -83.325,\n 44.483333\n ],\n [\n -83.416667,\n 44.483333\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d05d","contributors":{"authors":[{"text":"Stark, J. R.","contributorId":100406,"corporation":false,"usgs":true,"family":"Stark","given":"J. R.","affiliations":[],"preferred":false,"id":202340,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cummings, T. R.","contributorId":104082,"corporation":false,"usgs":true,"family":"Cummings","given":"T. R.","affiliations":[],"preferred":false,"id":202341,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Twenter, F. R.","contributorId":81080,"corporation":false,"usgs":true,"family":"Twenter","given":"F.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202339,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29065,"text":"wri834198 - 1983 - Effect of the proposed Cooper River rediversion on sedimentation in Charleston Harbor, South Carolina","interactions":[],"lastModifiedDate":"2023-03-07T20:24:09.45803","indexId":"wri834198","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4198","title":"Effect of the proposed Cooper River rediversion on sedimentation in Charleston Harbor, South Carolina","docAbstract":"The rates of sedimentation and of resultant maintenance dredging in Charleston Harbor increased dramatically in the 1940s, following two major modifications to the harbor. One modification, the Santee-Cooper diversion project, caused a twentyfold increase in freshwater inflow to the harbor. The other modification was deepening of the navigation channels in the harbor from 30 to 35 feet below mean low water. After field and model studies indicated that the diversion was the major cause of the increase in the sedimentation rate, plans were made to redivert most of the Santee River water back to its former channel. This report documents a review of existing data and literature that was made to evaluate rediversion as a means of reducing the rate of maintenance dredging. The postrediversion decrease in the rate of maintenance dredging can be estimated only within broad limits because some important questions lack reliable answers. Analysis of available information indicates that rediversion will eventually reduce the rate of maintenance dredging by about 40 to 75 percent. The reduction in the rate of maintenance dredging may be delayed for a decade or more by the gradual removal of accumulated sediment and may be partially offset by the effects of future channel deepening.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834198","usgsCitation":"Patterson, G.G., 1983, Effect of the proposed Cooper River rediversion on sedimentation in Charleston Harbor, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 83-4198, vi, 65 p., https://doi.org/10.3133/wri834198.","productDescription":"vi, 65 p.","costCenters":[],"links":[{"id":413781,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49178.htm","linkFileType":{"id":5,"text":"html"}},{"id":57927,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4198/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119735,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4198/report-thumb.jpg"}],"country":"United States","state":"South Carolina","otherGeospatial":"Charleston Harbor, Cooper River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -80.1667,\n 33.5\n ],\n [\n -80.1667,\n 32.6667\n ],\n [\n -79.75,\n 32.6667\n ],\n [\n -79.75,\n 33.5\n ],\n [\n -80.1667,\n 33.5\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6866ea","contributors":{"authors":[{"text":"Patterson, G. G.","contributorId":40242,"corporation":false,"usgs":true,"family":"Patterson","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200890,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30443,"text":"wri834124 - 1983 - Geologic and well-construction data for the H-10 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri834124","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4124","title":"Geologic and well-construction data for the H-10 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"The H-10 borehole complex, a group of three closely spaced boreholes, is located 3 1/2 miles southeast of the proposed Waste Isolation Pilot Plant site in west-central Lea County, New Mexico. The geological data presented in this report are part of a site-characterization study for the possible storage of defense-associated radioactive wastes within salt beds of the Salado Formation of Permian age. Each borehole was designated to penetrate a distinct water-bearing zone: H-10a (total depth 1 ,318 feet) was completed just below the Magenta Dolomite Member of the Rustler Formation of Permian age; H-10b (total depth 1 ,398 feet) was completed just below the Culebra Dolomite Member of the Rustler Formation; and H-10c (total depth 1,538 feet) was completed below the Rustler Formation-Salado Formation contact. The geologic units penetrated in borehole H-10c are surficial alluvium and eolian sand of Holocene age (0-5 feet); the Mescalero caliche (5-9 feet) and the Gatuna Formation (9-90 feet) of Pleistocene age; formation in the Dockum Group (Chinle Formation, 90-482 feet and Santa Rosa Sandstone, 482-658 feet) of Late Triassic age; and the Dewey Lake Red Beds (658-1,204 feet), the Rustler Formation (1,204-1,501 feet), and part of the Salado Formation (1,501-1,538 feet), all of Permian age. The sections of the Rustler and Salado Formations penetrated by borehole H-10c are complete and contain little or no evidence of dissolution of halite and associated rocks, indicating that the eastward-moving dissolution on top of the Salado, found just to the west of the WIPP site, has not reached the H-10 site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834124","usgsCitation":"Wells, J., and Drellack, S., 1983, Geologic and well-construction data for the H-10 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 83-4124, iv, 38 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834124.","productDescription":"iv, 38 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":126882,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4124/report-thumb.jpg"},{"id":59224,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4124/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59225,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4124/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4eec","contributors":{"authors":[{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":203263,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Drellack, S.L.","contributorId":19973,"corporation":false,"usgs":true,"family":"Drellack","given":"S.L.","affiliations":[],"preferred":false,"id":203262,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30169,"text":"wri824116 - 1983 - Appraisal of water-quality conditions, lower Black River, Windsor County, Vermont","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri824116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4116","title":"Appraisal of water-quality conditions, lower Black River, Windsor County, Vermont","docAbstract":"Six hydroelectric power dams are planned along a 22-mile reach of the lower Black River in southeastern Windsor County, Vermont. Data were collected at 10 stations, during water years 1977-81, to appraise quality conditions before construction. Average specific conductance of Black River is 101 micromhos indicating low concentrations of dissolved solids. Concentrations of common constituents and minor elements were generally low and within safe levels for aquatic life. Near-saturated dissolved oxygen concentrations and relatively low mean total organic carbon concentrations indicate little oxygen-consuming substances in Black River. Mean total nitrogen concentrations ranged from 0.31 mg/L (milligrams per liter) to 0.61 mg/L. The highest concentrations were most likely due to secondary waste discharges entering the river. Nitrate was the primary form of inorganic nitrogen, mean concentrations ranged from 0.13 to 0.27 mg/L. Concentrations seem high enough to promote excessive algal growth in the proposed Hawks Mountain Reservoir. Mean concentrations of total phosphorus ranged from 0.014 to 0.112 mg/L as P. Maximum concentrations at all stations generally exceeded U.S. Environmental Protection Agency suggested levels for water entering lakes and reservoirs. Mean orthophosphorus concentrations ranged from 0.005 to 0.029 mg/L, suggesting a potential for nuisance algal conditions to develop in the proposed reservoir. Mean algal growth potential concentrations ranged from 1.3 to 8.8 mg/L, falling within the moderately high to high productivity range. No pesticides and polychlorinated biphenyls were detected. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824116","usgsCitation":"Toppin, K., 1983, Appraisal of water-quality conditions, lower Black River, Windsor County, Vermont: U.S. Geological Survey Water-Resources Investigations Report 82-4116, 61 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824116.","productDescription":"61 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123968,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4116/report-thumb.jpg"},{"id":58970,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4116/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a305","contributors":{"authors":[{"text":"Toppin, K. W.","contributorId":35776,"corporation":false,"usgs":true,"family":"Toppin","given":"K. W.","affiliations":[],"preferred":false,"id":202800,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30110,"text":"wri834129 - 1983 - Methods for estimating peak discharge and flood boundaries of streams in Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri834129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4129","title":"Methods for estimating peak discharge and flood boundaries of streams in Utah","docAbstract":"Equations for estimating 2-, 5-, 10-, 25-, 50-, and 100-year peak discharges and flood depths at ungaged sites in Utah were developed using multiple-regression techniques. Ratios of 500- to 100-year values also were determined. The peak discharge equations are applicable to unregulated streams and the flood depth equations are applicable to the unregulated flow in natural stream channels. The flood depth data can be used to approximate flood prone areas. Drainage area and mean basin elevation are the two basin characteristics needed to use these equations. The standard error of estimate ranges from 38% to 74% for the 100-year peak discharge and from 23% to 33% for the 100-year flood depth. Five different flood mapping methods are described. Streams are classified into four categories as a basis for selecting a flood mapping method. Procedures for transferring flood depths obtained from the regression equations to a flood boundary map are outlined. Also, previous detailed flood mapping by government agencies and consultants is summarized to assist the user in quality control and to minimize duplication of effort. Methods are described for transferring flood frequency data from gaged to ungaged sites on the same stream. Peak discharge and flood depth frequency relations and selected basin characteristics data, updated through the 1980 water year, are tabulated for more than 300 gaging stations in Utah and adjoining states. In addition, weighted estimates of peak discharge relations based on the station data and the regression estimates are provided for each gaging station used in the regression analysis. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834129","usgsCitation":"Thomas, B.E., and Lindskov, K., 1983, Methods for estimating peak discharge and flood boundaries of streams in Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4129, vi, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834129.","productDescription":"vi, 77 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4129/report-thumb.jpg"},{"id":58925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a434","contributors":{"authors":[{"text":"Thomas, B. E.","contributorId":90767,"corporation":false,"usgs":true,"family":"Thomas","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202693,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":202694,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29987,"text":"wri834106 - 1983 - Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi","interactions":[],"lastModifiedDate":"2022-01-28T12:33:49.391345","indexId":"wri834106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4106","title":"Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi","docAbstract":"The base flow component of streamflow was separated from hydrographs for unregulated streams in the Cretaceous and Tertiary clastic outcrop area of South Carolina, Georgia, Alabama, and Mississippi. The base flow values are used in estimating recharge to the sand aquifer. Relations developed between mean annual base flow and stream discharge at the 60- and 65-percent streamflow duration point can be used to approximate mean annual base flow in lieu of hydrograph separation methods for base flows above 10 cu ft/s. Base flow recession curves were used to derive estimates of hydraulic diffusivity of the aquifer which was converted to transmissivity using estimated specific yield. These base-flow-derived transmissivities are in general agreement with transmissivities derived from well data. The shape of flow duration curves of streams is affected by the lithology of the Coastal Plain sediments. Steep flow duration curves appear to be associated with basins underlain by clay or chalk where a low percentage of the discharge is base flow while flatter curves appear to be associated with basins underlain by sand and gravel where a high percentage of the discharge is base flow.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db649215","contributors":{"authors":[{"text":"Stricker, Virginia","contributorId":72034,"corporation":false,"usgs":true,"family":"Stricker","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":202486,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30442,"text":"wri834172 - 1983 - Statistical summary of daily values data and trend analysis of dissolved-solids data at National Stream Quality Accounting Network (NASQAN) stations","interactions":[],"lastModifiedDate":"2016-08-09T13:58:46","indexId":"wri834172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4172","title":"Statistical summary of daily values data and trend analysis of dissolved-solids data at National Stream Quality Accounting Network (NASQAN) stations","docAbstract":"A statistical summary is provided of the available continuous and once-daily discharge, specific-conductance, dissolved oxygen , water temperature, and pH data collected at NASQAN stations during the 1973-81 water years and documents the period of record on which the statistical calculations were based. In addition, dissolved-solids data are examined by regression analyses to determine the relation between dissolved solids and specific conductance and to determine if long-term trends can be detected in dissolved-solids concentrations. Statistical summaries, regression equations expressing the relation between dissolved solids and specific conductance, and graphical presentations of trend analyses of dissolved solids are presented for 515 NASQAN stations in the United States, Canada, Guam, and Puerto Rico.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834172","usgsCitation":"Wells, F., and Schertz, T., 1983, Statistical summary of daily values data and trend analysis of dissolved-solids data at National Stream Quality Accounting Network (NASQAN) stations: U.S. Geological Survey Water-Resources Investigations Report 83-4172, xx, 526 p., https://doi.org/10.3133/wri834172.","productDescription":"xx, 526 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":59223,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4172/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160422,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4172/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dce4b07f02db5e13f1","contributors":{"authors":[{"text":"Wells, F.C.","contributorId":25158,"corporation":false,"usgs":true,"family":"Wells","given":"F.C.","email":"","affiliations":[],"preferred":false,"id":203260,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schertz, T. L.","contributorId":65841,"corporation":false,"usgs":true,"family":"Schertz","given":"T. L.","affiliations":[],"preferred":false,"id":203261,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30425,"text":"wri834217 - 1983 - Regional hydrology of the Dolores River basin, eastern Paradox Basin, Colorado and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri834217","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4217","title":"Regional hydrology of the Dolores River basin, eastern Paradox Basin, Colorado and Utah","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Service Section [distributor],","doi":"10.3133/wri834217","usgsCitation":"Weir, J.E., Maxfield, E.B., and Zimmerman, E.A., 1983, Regional hydrology of the Dolores River basin, eastern Paradox Basin, Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4217, vii, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834217.","productDescription":"vii, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159815,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4217/report-thumb.jpg"},{"id":59196,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4217/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59197,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4217/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59198,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4217/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4217/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db634ec2","contributors":{"authors":[{"text":"Weir, James E. Jr.","contributorId":47419,"corporation":false,"usgs":true,"family":"Weir","given":"James","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203228,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maxfield, E. Blair","contributorId":91538,"corporation":false,"usgs":true,"family":"Maxfield","given":"E.","email":"","middleInitial":"Blair","affiliations":[],"preferred":false,"id":203229,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zimmerman, Everett Alfred","contributorId":18729,"corporation":false,"usgs":true,"family":"Zimmerman","given":"Everett","email":"","middleInitial":"Alfred","affiliations":[],"preferred":false,"id":203227,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28866,"text":"wri834083 - 1983 - Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834083","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4083","title":"Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington","docAbstract":"Elevations and inundation areas of a 100-year flood of the Soleduck River, Washington, were determined by the U.S. Geological Survey for the area in the vicinity of the Sol Duc Hot Springs resort, a public facility in the Olympic National Park that under Federal law must be located beyond or protected from damage by a 100-year flood. Results show that most flooding could be eliminated by raising parts of an existing dike. In general, little flood damage is expected, except at the southern end of an undeveloped airstrip that could become inundated and hazardous due to flow from a tributary. The airstrip is above the 100-year flood of the Soleduck River.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834083","usgsCitation":"Nelson, L.M., 1983, Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4083, iii, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834083.","productDescription":"iii, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118932,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4083/report-thumb.jpg"},{"id":57746,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef25f","contributors":{"authors":[{"text":"Nelson, L. M.","contributorId":39773,"corporation":false,"usgs":true,"family":"Nelson","given":"L.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200527,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30076,"text":"wri834184 - 1983 - Plan of study for the regional aquifer systems analysis of the Upper Colorado River Basin in Colorado, Utah, Wyoming, and Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri834184","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4184","title":"Plan of study for the regional aquifer systems analysis of the Upper Colorado River Basin in Colorado, Utah, Wyoming, and Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834184","usgsCitation":"Taylor, O., Hood, J.W., and Zimmerman, E.A., 1983, Plan of study for the regional aquifer systems analysis of the Upper Colorado River Basin in Colorado, Utah, Wyoming, and Arizona: U.S. Geological Survey Water-Resources Investigations Report 83-4184, iv, 23 p. :maps ;28 cm., https://doi.org/10.3133/wri834184.","productDescription":"iv, 23 p. :maps ;28 cm.","costCenters":[],"links":[{"id":122260,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4184/report-thumb.jpg"},{"id":58886,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4184/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68566b","contributors":{"authors":[{"text":"Taylor, O.J.","contributorId":71584,"corporation":false,"usgs":true,"family":"Taylor","given":"O.J.","email":"","affiliations":[],"preferred":false,"id":202634,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hood, J. W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202636,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zimmerman, E. A.","contributorId":75533,"corporation":false,"usgs":true,"family":"Zimmerman","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202635,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29288,"text":"wri834022 - 1983 - Simulations of non-steady flow in a glacial outwash aquifer, southern Franklin County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri834022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4022","title":"Simulations of non-steady flow in a glacial outwash aquifer, southern Franklin County, Ohio","docAbstract":"A two-dimensional, finite-difference model is used to simulate transient flow conditions in a glacial outwash aquifer in southern Franklin County, Ohio. The model was calibrated by matching observed and simulated water-level changes for December 1977 through March 1980. Drawdowns for three different hypothetical pumping rates are simulated with the calibrated flow model. An increase in the pumping rate from the steady-state rate of 10 cubic feet per second to 48 cubic feet per second results in water-level declines of 10 to 20 feet near the area of the pumping wells. Declines of 20 to 40 feet result when the pumping rate is increased to 70 cubic feet per second, and a simulated pumping well goes dry when the combined pumping is increased to 94 cubic feet per second. For the first two cases, steady-flow conditions are reached after 12 years of pumping; infiltration through riverbeds accounts for 28 to 33% of the pumpage.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834022","usgsCitation":"Razem, A., 1983, Simulations of non-steady flow in a glacial outwash aquifer, southern Franklin County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4022, iv, 21 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834022.","productDescription":"iv, 21 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158906,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4022/report-thumb.jpg"},{"id":58133,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f1a6d","contributors":{"authors":[{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":201285,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29286,"text":"wri834155 - 1983 - Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio","interactions":[],"lastModifiedDate":"2022-01-05T22:28:19.382641","indexId":"wri834155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4155","title":"Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio","docAbstract":"Ground-water conditions before, during, and after surface mining of a small watershed are described as part of a study to determine the effects of mining on hydrologic systems. The watershed was underlain by stratified sedimentary rocks containing three aquifers. The top and middle aquifers were perched above clay beds that underlay the major coal seams; the lowermost aquifer is part of a regional aquifer system and neither water levels nor water quality have been affected by mining. Replacement of the top aquifer by spoils during mining has caused many changes in the land surface, recharge rates, discharge rates, saturated thickness, water-table gradient, hydraulic conductivity, storage, and water quality. Changes in the middle aquifer include: the amount of recharge from precipitation, amount of leakage through the overlying clay bed, and water quality in some areas. Resaturation of the mining spoils during postmining has been slow and irregular, however, water levels in wells in the middle aquifer have remained virtually unchanged. The water quality in the mining spoils is significantly poorer than water in the original aquifer. Specific conductance concentration of water in the spoils is 2 ,020 micromhos per centimeter and sulfate is 940 milligrams per liter. Water levels and water quality in the deep aquifer have not been affected by mining. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834155","usgsCitation":"Razem, A., 1983, Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4155, iv, 40 p., https://doi.org/10.3133/wri834155.","productDescription":"iv, 40 p.","costCenters":[],"links":[{"id":393944,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35812.htm"},{"id":123456,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4155/report-thumb.jpg"},{"id":58131,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4155/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","county":"Coshocton County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.4,\n 40.156\n ],\n [\n -81.245,\n 40.156\n ],\n [\n -81.245,\n 40.2450\n ],\n [\n -81.4,\n 40.2450\n ],\n [\n -81.4,\n 40.156\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667497","contributors":{"authors":[{"text":"Razem, A. 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