{"pageNumber":"1954","pageRowStart":"48825","pageSize":"25","recordCount":68922,"records":[{"id":26308,"text":"wri854252 - 1986 - Preliminary evaluation of the Highland Rim aquifer system in Tennessee for receiving injected wastes","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri854252","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4252","title":"Preliminary evaluation of the Highland Rim aquifer system in Tennessee for receiving injected wastes","docAbstract":"The EPA has authority under the Safe Drinking Water Act to protect underground sources of drinking water from contamination by deep well injection. An aquifer, however, may be exempted from protection and used for injected wastes where the aquifer meets criteria established in the Agency 's Underground Injection Control program. The Highland Rim aquifer system in Tennessee consists of Mississippian age carbonate rocks and occurs from the Valley and Ridge of East Tennessee to west of the Tennessee River. This aquifer contains potable water and is an important source of drinking water for municipal and domestic supplies on the Highland Rim. The Highland Rim aquifer system under parts of the Cumberland Plateau is not currently used as a source of drinking water and is not expected to be used in the future. These areas meet parts of the EPA 's Underground Injection Control criteria for exempting aquifers to receive injected waste. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854252","usgsCitation":"Bradley, M.W., 1986, Preliminary evaluation of the Highland Rim aquifer system in Tennessee for receiving injected wastes: U.S. Geological Survey Water-Resources Investigations Report 85-4252, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854252.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2002,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri85-4252","linkFileType":{"id":5,"text":"html"}},{"id":157508,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3cb","contributors":{"authors":[{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196149,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26309,"text":"wri854304 - 1986 - Preliminary evaluation of the Knox Group in Tennessee for receiving injected wastes","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri854304","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4304","title":"Preliminary evaluation of the Knox Group in Tennessee for receiving injected wastes","docAbstract":"The EPA is authorized under the Safe Drinking Water Act to protect underground sources of drinking water from contamination. However, an aquifer may be exempted from protection and used for injected wastes where the aquifer meets criteria established in the EPA 's Underground Injection Control program. The Knox Group in Middle and West Tennessee occurs primarily in the subsurface, and the top of the Knox Group ranges from about 350 to 3,000 feet below land surface. The upper part of the Knox Group (upper Knox aquifer) is an important source of drinking water in parts of the Central Basin and the Highland Rim provinces. The lower part of the Knox Group is currently being used for injected wastes at New Johnsonville on the western Highland Rim and at Mount Pleasant in the Central Basin. There is no known contamination of the upper Knox aquifer but contamination of the lower part of the Know Group is known at three waste injection well sites. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854304","usgsCitation":"Bradley, M.W., 1986, Preliminary evaluation of the Knox Group in Tennessee for receiving injected wastes: U.S. Geological Survey Water-Resources Investigations Report 85-4304, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854304.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2003,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri85-4304","linkFileType":{"id":5,"text":"html"}},{"id":157509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3cf","contributors":{"authors":[{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196150,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25973,"text":"wri834279 - 1986 - Hydrologic effects of withdrawal of ground water on the West Fargo aquifer system, eastern Cass County, North Dakota","interactions":[],"lastModifiedDate":"2018-02-14T15:44:23","indexId":"wri834279","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"83-4279","title":"Hydrologic effects of withdrawal of ground water on the West Fargo aquifer system, eastern Cass County, North Dakota","docAbstract":"<p>The West Fargo area is underlain by glaciofluvial deposits, which comprise the West Fargo aquifer system* These deposits range in thickness from 5 to 227 feet. </p><p>The West Fargo aquifer system extends from the vicinity of Argusville, Cass County, to at least as far south as Richland County. The aquifer system primarily consists of three aquifers, namely the West Fargo North aquifer, the West Fargo South aquifer, and the Horace aquifer. The West Fargo North aquifer is about 2 miles wide near Harwood and about 3.5 miles wide near West Fargo. The West Fargo South aquifer extends from the southeast part of West Fargo to beyond the Cass-Richland county border. It is less than 1.5 miles wide Jbut generally more than 0.5 mile wide. The Horace aquifer extends from north of Interstate Highway 94 west of West Fargo to the Cass-Richland county border. It is less than 1 mile wide in the northern part and somewhat more than 1 mile wide in the southern part. </p><p>Pumping of large quantities of ground water for the most part has been from the West Fargo North aquifer and has been confined to the area of West Fargo. Here the combined pumpage from all the wells has averaged about 613 million gallons (1,880 acre-feet) per year since 1968. This pumpage has caused water levels to decline from land surface in 1896 to as much as 121.7 feet below land surface in 1981.</p><p>Recharge to the West Fargo aquifer system is estimated to be about 600 to 650 million gallons (1,800 to 2,000 acre-feet) per year. Almost all discharge from the aquifer system is by pumpage, which is about 683 million gallons (2,096 acre-feet) per year. The difference is derived from available storage, estimated to be about 131,300 million gallons (404,000 acre-feet). </p><p>Water samples collected from the West Fargo aquifer system contained dissolved-solids concentrations that ranged from 332 to 2,960 milligrams per liter, and chloride concentrations that ranged from 25 to 975 milligrams per liter. Generally both dissolved-solids and chloride concentrations increased from east to west.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834279","usgsCitation":"Armstrong, C.A., 1986, Hydrologic effects of withdrawal of ground water on the West Fargo aquifer system, eastern Cass County, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4279, Report: v, 28 p.; 5 Plates, https://doi.org/10.3133/wri834279.","productDescription":"Report: v, 28 p.; 5 Plates","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":123424,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4279/report-thumb.jpg"},{"id":54723,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4279/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54724,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4279/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54725,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4279/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54726,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4279/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54727,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4279/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54728,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4279/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Dakota","county":"Cass County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b04b","contributors":{"authors":[{"text":"Armstrong, C. A.","contributorId":66231,"corporation":false,"usgs":true,"family":"Armstrong","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195567,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26317,"text":"wri834011 - 1986 - Preliminary delineation and description of the regional aquifers of Tennessee– Tertiary aquifer system","interactions":[],"lastModifiedDate":"2021-12-09T20:45:55.932158","indexId":"wri834011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"83-4011","title":"Preliminary delineation and description of the regional aquifers of Tennessee– Tertiary aquifer system","docAbstract":"<p>The Tertiary aquifer system in Tennessee is composed of sands and clays of Quaternary and Tertiary age. The aquifer system occurs in west Tennessee from the Mississippi River east to the outcrop of the Porters Creek Clay. Groundwater in the Tertiary aquifer system is recharged at outcrops and through overlying permeable deposits. The underlying Porters Creek Clay acts as the lower confining layer. The Tertiary aquifer system is the single most prolific source of groundwater in Tennessee. The water quality is excellent with generally less than 500 mg/L dissolved solids.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834011","usgsCitation":"Brahana, J., Bradley, M.W., and Mulderink, D., 1986, Preliminary delineation and description of the regional aquifers of Tennessee– Tertiary aquifer system: U.S. Geological Survey Water-Resources Investigations Report 83-4011, iv, 23 p., https://doi.org/10.3133/wri834011.","productDescription":"iv, 23 p.","costCenters":[],"links":[{"id":157580,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":392691,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35660.htm"},{"id":2010,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri834011","linkFileType":{"id":5,"text":"html"}}],"country":"United 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,{"id":25861,"text":"wri844079 - 1986 - Water resources of Weston County, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri844079","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4079","title":"Water resources of Weston County, Wyoming","docAbstract":"Surface water is scarce in Weston County, Wyoming. Groundwater has been developed from rocks ranging in age from Mississippian to Holocene. Adequate supplies for domestic or stock use can be developed from wells generally less than 1,000 ft deep, except in the area underlain by a thick sequence of predominantly marine shale that will yield only small quantities of very mineralized water. In the early 1960 's decreases in artesian pressures occurred in some wells completed in the Lakota Formation of Early Cretaceous age and Pahasapa Limestone of Early Mississippian age. Only the decrease in the Lakota was attributed to development of water from the formation. Extensive development of either of these aquifers, however, may result in significant interference between nearby wells completed within the same aquifer. There are other aquifers within a few hundred feet of the overlying Lakota Formation that could be developed as an alternative to the Lakota to help limit the loss of pressure. The much deeper Pahasapa Limestone generally is developed because of the large supplies that are possible. Because there are no other large yield aquifers, there are no alternatives to limit the loss of pressure of the Pahasapa in the event of increased development. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844079","usgsCitation":"Lowry, M., Head, W.J., Rankl, J., and Busby, J., 1986, Water resources of Weston County, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4079, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844079.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123493,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4079/report-thumb.jpg"},{"id":54612,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4079/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54613,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4079/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fcfb2","contributors":{"authors":[{"text":"Lowry, M.E.","contributorId":55807,"corporation":false,"usgs":true,"family":"Lowry","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":195379,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Head, W. J.","contributorId":33719,"corporation":false,"usgs":true,"family":"Head","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":195378,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rankl, J.G.","contributorId":107733,"corporation":false,"usgs":true,"family":"Rankl","given":"J.G.","affiliations":[],"preferred":false,"id":195381,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Busby, J.F.","contributorId":105300,"corporation":false,"usgs":true,"family":"Busby","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":195380,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26318,"text":"wri824002 - 1986 - Preliminary delineation and description of the regional aquifers of Tennessee – The central basin aquifer system","interactions":[],"lastModifiedDate":"2021-12-07T11:56:21.64265","indexId":"wri824002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"82-4002","title":"Preliminary delineation and description of the regional aquifers of Tennessee – The central basin aquifer system","docAbstract":"A sand and gravel aquifer about 65 feet thick underlies Wurtsmith Air Force Base in northeastern lower Michigan. The water table ranges in depth from 10 feet to 25 feet below land surface. Mathematical models indicate that ground-water flow ranges from 0.8 feet per day in the eastern part of the Base to 0.3 feet per day in the western part. Trichlorethylene leaked from a buried storage tank in the southeastern part of the Base and moved northeastward in a plume, contaminating Base water-supply wells. Concentrations exceed 1,000 micrograms per liter in the most highly contaminated part of the plume. Purge pumping removed some of the trichloroethylene and seems to have arrested its eastward movement. Pumping of additional purge wells could increase the rate of removal. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824002","usgsCitation":"Brahana, J., and Bradley, M.W., 1986, Preliminary delineation and description of the regional aquifers of Tennessee – The central basin aquifer system: U.S. Geological Survey Water-Resources Investigations Report 82-4002, iv, 35 p., https://doi.org/10.3133/wri824002.","productDescription":"iv, 35 p.","costCenters":[],"links":[{"id":157581,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2011,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri82-4002","linkFileType":{"id":5,"text":"html"}},{"id":392515,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35535.htm"}],"country":"United 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,{"id":26522,"text":"wri864176 - 1986 - Low-flow profiles of the upper Ocmulgee and Flint rivers in Georgia","interactions":[],"lastModifiedDate":"2017-01-27T09:22:10","indexId":"wri864176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4176","title":"Low-flow profiles of the upper Ocmulgee and Flint rivers in Georgia","docAbstract":"This report provides low-flow information for use in evaluating the capacity of streams to supply withdrawals or to accept waste loads from potential new industries without exceeding the limits of State water-quality standards. The report is the first phase of a study of all stream basins north of the Fall Line in Georgia. It covers the Piedmont part if the Ocmulgee and Flint River basins. The low-flow characteristic presented is the minimum average flow for 7 consecutive days with a 10-year recurrence interval. The data are presented graphically as low-flow profiles (low flow as a function of distance along a stream channel) and as drainage-area profiles (drainage area as a function of distance along a stream channel). Low-flow profiles were constructed by interpolation or extrapolation from points of known low-flow data. Low-flow profiles are included for all stream reaches where low-flow data of sufficient accuracy are available to justify computation of the profiles. Drainage-area profiles are included for all stream basins larger than 5 sq mi. Flow records were not adjusted for diversions or other factors that cause measured flows to represent other than natural flow conditions. Profiles for 7-day minimum flows are omitted for stream reaches where natural flow is known to be significantly altered. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864176","usgsCitation":"Carter, R., Hopkins, E.H., and Perlman, H., 1986, Low-flow profiles of the upper Ocmulgee and Flint rivers in Georgia: U.S. Geological Survey Water-Resources Investigations Report 86-4176, iv, 239 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864176.","productDescription":"iv, 239 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":55387,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4176/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4176/report-thumb.jpg"}],"country":"United States","state":"Georgia","otherGeospatial":"Flint River, Ocmulgee 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R.F.","contributorId":101261,"corporation":false,"usgs":true,"family":"Carter","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":196544,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hopkins, E. H.","contributorId":18411,"corporation":false,"usgs":true,"family":"Hopkins","given":"E.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196542,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Perlman, H.","contributorId":53846,"corporation":false,"usgs":true,"family":"Perlman","given":"H.","email":"","affiliations":[],"preferred":false,"id":196543,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25590,"text":"wri864102 - 1986 - Hydrologic and geologic analysis of two wells in Marion County, South Carolina","interactions":[],"lastModifiedDate":"2017-01-27T09:02:12","indexId":"wri864102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4102","title":"Hydrologic and geologic analysis of two wells in Marion County, South Carolina","docAbstract":"Two test wells were drilled in Marion County, South Carolina in 1982. Well MRN 77 (Marion 77) was drilled to a depth of 365 ft and was used as an observation well in the Black Creek aquifer and to supply water during drilling of the deeper well. MRN 78 (Marion 78) was drilled and cored through the entire thickness of Coastal Plain sediments into the underlying basement rock to a depth of 1,225 ft. Data from the wells include description of the core samples from MRN 78, geophysical logs, zone water levels, chemical analysis of the water sampled and results of tests for mineral content. Head in MRN 78 increases with depth. The waters sampled were all sodium bicarbonate type except for the deepest zone (1,120-1,140 ft) sampled in MRN 78, which yielded a sodium chloride type water. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864102","usgsCitation":"Reid, M., Renken, R., Wait, R.L., Aucott, W.R., and Lee, R.W., 1986, Hydrologic and geologic analysis of two wells in Marion County, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 86-4102, iv, 20 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864102.","productDescription":"iv, 20 p. :ill., map ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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M.S.","contributorId":23139,"corporation":false,"usgs":true,"family":"Reid","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":194321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Renken, R.A.","contributorId":99161,"corporation":false,"usgs":true,"family":"Renken","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":194324,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wait, R. L.","contributorId":15988,"corporation":false,"usgs":true,"family":"Wait","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194320,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Aucott, W. R.","contributorId":64288,"corporation":false,"usgs":true,"family":"Aucott","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":194322,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Lee, R. W.","contributorId":86757,"corporation":false,"usgs":true,"family":"Lee","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194323,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":25448,"text":"wri864143 - 1986 - Digital data base of lakes on the North Slope, Alaska","interactions":[],"lastModifiedDate":"2017-03-29T11:05:37","indexId":"wri864143","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4143","title":"Digital data base of lakes on the North Slope, Alaska","docAbstract":"<p>The National Mapping Division and Water Resources Division of the U.S. Geological Survey have produced a digital data base of approximately 23,330 lakes on the North Slope of Alaska. The inventoried region consists of the area north of the 69th parallel and is composed of sixteen 1° x 3° quadrangles. The data base includes (1) locations of lake centers in latitude and longitude, (2) a unique number for each lake within a quadrangle, and (3) acreage for water classes (deep, shallow or turbid, and ice) within each lake and lake total. The digital data base is an easily accessible storage and retrieval system that will allow for rapid identification of a particular lake or region of lakes and its characteristics. The data base is designed to accommodate field study data such as lake depth, water quality, volume of water, ice thickness, and other pertinent information. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864143","usgsCitation":"Walker, K., York, J., Murphy, D., and Sloan, C.E., 1986, Digital data base of lakes on the North Slope, Alaska: U.S. Geological Survey Water-Resources Investigations Report 86-4143, iii, 13 p., https://doi.org/10.3133/wri864143.","productDescription":"iii, 13 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":54182,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4143/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118778,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4143/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b464e","contributors":{"authors":[{"text":"Walker, Kim-Marie","contributorId":83947,"corporation":false,"usgs":true,"family":"Walker","given":"Kim-Marie","email":"","affiliations":[],"preferred":false,"id":193738,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"York, James","contributorId":69604,"corporation":false,"usgs":true,"family":"York","given":"James","email":"","affiliations":[],"preferred":false,"id":193737,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Murphy, Dennis","contributorId":15236,"corporation":false,"usgs":true,"family":"Murphy","given":"Dennis","email":"","affiliations":[],"preferred":false,"id":193735,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sloan, C. E.","contributorId":59037,"corporation":false,"usgs":true,"family":"Sloan","given":"C.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":193736,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26061,"text":"wri854074 - 1986 - Temporal changes in sulfate, chloride, and sodium concentrations in four eastern Pennsylvania streams","interactions":[],"lastModifiedDate":"2017-07-07T08:23:51","indexId":"wri854074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4074","title":"Temporal changes in sulfate, chloride, and sodium concentrations in four eastern Pennsylvania streams","docAbstract":"Trend analyses of 20 years or more of chemical quality and streamflow data for four streams in eastern Pennsylvania indicate that sulfate has decreased significantly in three of the four basins studied, while sodium and chloride have generally increased. The majority of chemical quality changes occurred in the late 1950 's and early 1960 's coincident with significant cultural changes. It is believed that these chemical quality changes are presently of little or no environmental consequence, as the concentrations are well within the range of those found in natural waters. Decreases in sulfate follow a regional trend concurrent with the conversion of home and industrial heating units from high to low sulfur coal, gas, and oil. The most significant decreases were observed in those basins severely affected by mine-drainage where pumpage has decreased significantly in the past 25 years, thereby further reducing the sulfur content of the streams. The observed increases in chloride and sodium are attributed to population increases and shifts from rural to suburban communities with concurrent increase in the percentage of the population using municipal waste treatment facilities and the increased use of salt on roadways. The concentrations of dissolved chloride, which are from two to three times higher in recent years, reach a peak in January, coincident with the application of salt to melt ice on the roadways. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854074","usgsCitation":"Barker, J.L., 1986, Temporal changes in sulfate, chloride, and sodium concentrations in four eastern Pennsylvania streams: U.S. Geological Survey Water-Resources Investigations Report 85-4074, iv, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854074.","productDescription":"iv, 22 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":158077,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4074/report-thumb.jpg"},{"id":54840,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68557f","contributors":{"authors":[{"text":"Barker, J. L.","contributorId":83518,"corporation":false,"usgs":true,"family":"Barker","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195733,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26319,"text":"wri834039 - 1986 - Preliminary delineation and description of the regional aquifers of Tennessee– The Cretaceous aquifer system of west-Tennessee","interactions":[],"lastModifiedDate":"2021-12-09T20:49:50.784533","indexId":"wri834039","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"83-4039","title":"Preliminary delineation and description of the regional aquifers of Tennessee– The Cretaceous aquifer system of west-Tennessee","docAbstract":"<p>The Cretaceous aquifer in Tennessee is composed of sand and clay of Cretaceous age. The aquifer occurs in west Tennessee from the Mississippi River east to the Tennessee River. Groundwater in the Cretaceous aquifer is recharged at outcrops and through overlying permeable deposits. The overlying Porter 's Creek clay acts as the upper confining layer.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834039","usgsCitation":"Brahana, J., Mulderink, D., and Bradley, M.W., 1986, Preliminary delineation and description of the regional aquifers of Tennessee– The Cretaceous aquifer system of west-Tennessee: U.S. Geological Survey Water-Resources Investigations Report 83-4039, iv, 20 p., https://doi.org/10.3133/wri834039.","productDescription":"iv, 20 p.","costCenters":[],"links":[{"id":157589,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2012,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri834039","linkFileType":{"id":5,"text":"html"}},{"id":392692,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35679.htm"}],"country":"United States","state":"Tennessee","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.281,\n              35\n            ],\n            [\n              -88,\n              35\n            ],\n            [\n              -88,\n              36.496\n            ],\n            [\n              -90.281,\n              36.496\n            ],\n            [\n              -90.281,\n              35\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db66947d","contributors":{"authors":[{"text":"Brahana, J. V.","contributorId":32926,"corporation":false,"usgs":true,"family":"Brahana","given":"J. V.","affiliations":[],"preferred":false,"id":196169,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mulderink, Dolores","contributorId":64667,"corporation":false,"usgs":true,"family":"Mulderink","given":"Dolores","email":"","affiliations":[],"preferred":false,"id":196171,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196170,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26320,"text":"wri824054 - 1986 - Preliminary delineation and description of the regional aquifers of Tennessee -- Highland Rim aquifer system","interactions":[],"lastModifiedDate":"2021-12-20T22:29:03.258289","indexId":"wri824054","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"82-4054","title":"Preliminary delineation and description of the regional aquifers of Tennessee -- Highland Rim aquifer system","docAbstract":"<p>The Highland Rim aquifer system in Tennessee is primarily composed of Mississippian carbonates and occurs west of the Valley and Ridge Province. It crops out in the Highland Rim and the Sequatchie Valley. It has been removed by erosion from the Central Basin. Groundwater in the Highland Rim aquifer system occurs primarily in secondary openings including solution openings, joints, and faults. The Chattanooga Shale is the lower confining layer for the Highland Rim aquifer system. Under the Cumberland plateau, this aquifer system is separated from the overlying Pennsylvanian formations by the Pennington Shale. The Highland Rim aquifer system is an important source of drinking water. It supplies most of the rural, domestic, and many public supplies of drinking water in the Highland Rim. Where there is a dynamic flow system, dissolved solids concentrations are less than 500 mg/L. However, isolated cells may exist where the groundwater has dissolved solids concentrations of more than 1 ,000 mg/L.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824054","usgsCitation":"Brahana, J., and Bradley, M.W., 1986, Preliminary delineation and description of the regional aquifers of Tennessee -- Highland Rim aquifer system: U.S. Geological Survey Water-Resources Investigations Report 82-4054, iv, 38 p., https://doi.org/10.3133/wri824054.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":2013,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri824054","linkFileType":{"id":5,"text":"html"}},{"id":157590,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":393167,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35575.htm"}],"country":"United States","state":"Tennessee","otherGeospatial":"Highland Rim aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.333,\n              35\n            ],\n            [\n              -84,\n              35\n            ],\n            [\n              -84,\n              36.712\n            ],\n            [\n              -88.333,\n              36.712\n            ],\n            [\n              -88.333,\n              35\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f5d","contributors":{"authors":[{"text":"Brahana, J. V.","contributorId":32926,"corporation":false,"usgs":true,"family":"Brahana","given":"J. V.","affiliations":[],"preferred":false,"id":196172,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196173,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26322,"text":"wri864021 - 1986 - Botanic and hydrologic changes on rangelands of the Rio Puerco basin, New Mexico","interactions":[],"lastModifiedDate":"2019-08-20T12:27:13","indexId":"wri864021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4021","title":"Botanic and hydrologic changes on rangelands of the Rio Puerco basin, New Mexico","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri864021","usgsCitation":"Branson, F.A., and Janicki, A., 1986, Botanic and hydrologic changes on rangelands of the Rio Puerco basin, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 86-4021, iv, 23 p. , https://doi.org/10.3133/wri864021.","productDescription":"iv, 23 p. ","costCenters":[],"links":[{"id":366725,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157598,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4021/report-thumb.jpg"}],"country":"United States","state":"New Mexico","otherGeospatial":"Rio Puerco","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.84598922729492,\n              34.35647474766803\n            ],\n            [\n              -106.82453155517578,\n              34.35647474766803\n            ],\n            [\n              -106.82453155517578,\n              34.39657014283769\n            ],\n            [\n              -106.84598922729492,\n              34.39657014283769\n            ],\n            [\n              -106.84598922729492,\n              34.35647474766803\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db60297c","contributors":{"authors":[{"text":"Branson, Farrel Allen","contributorId":53823,"corporation":false,"usgs":true,"family":"Branson","given":"Farrel","email":"","middleInitial":"Allen","affiliations":[],"preferred":false,"id":196177,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Janicki, Anne","contributorId":62638,"corporation":false,"usgs":true,"family":"Janicki","given":"Anne","email":"","affiliations":[],"preferred":false,"id":196178,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25686,"text":"wri864075 - 1986 - Occurrence and availability of ground water in the Athens region, northeastern Georgia","interactions":[],"lastModifiedDate":"2017-01-24T12:01:42","indexId":"wri864075","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4075","title":"Occurrence and availability of ground water in the Athens region, northeastern Georgia","docAbstract":"A study was conducted to assess the occurrence and availability of groundwater in the crystalline rocks of the Piedmont area in northeastern Georgia and to determine whether groundwater is a viable alternative or supplemental source for industrial, public and private supplies. The area is underlain by a variety of metamorphic and igneous rocks. The quantity of water that a rock unit can supply to wells is determined by the number, capacity, and interconnection of the secondary openings. Of an estimated 10,000 successful wells drilled in the Athens Region, 972 wells are reported by drilling contractors to supply from 20 to 300 gal/min. Studies of well sites revealed that high yielding wells can be developed only where the water bearing units have undergone significant increases in secondary permeability. This occurs mainly in association with (1) contact zones between rock units of contrasting character, (2) contact zones within multilayered rock units, (3) fault zones, (4) stress-relief fractures, and (5) shear zones. Groundwater may be a viable alternative or supplemental source for industrial, public, and private supplies in much of the Athens Region. In 1980, groundwater made up 38% (18 million gal/day) of the total water used in the area. Yields of 20 to more than 200 gal/min are obtained from wells throughout most of the region, and the water is generally of good chemical quality and is suitable for drinking and many other uses. Concentrations of dissolved constituents are fairly consistent throughout the area. Except for iron, manganese, and fluoride, dissolved constituents rarely exceed drinking water standards. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864075","usgsCitation":"Radtke, D.B., Cressler, C., Perlman, H., Blanchard, H., McFadden, K., and Brooks, R., 1986, Occurrence and availability of ground water in the Athens region, northeastern Georgia: U.S. Geological Survey Water-Resources Investigations Report 86-4075, v, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864075.","productDescription":"v, 79 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":54448,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4075/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54449,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4075/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123390,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4075/report-thumb.jpg"}],"country":"United States","state":"Georgia","city":"Athens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.5013427734375,\n              32.89342578969234\n            ],\n            [\n              -84.5013427734375,\n              34.63772760271713\n            ],\n            [\n              -81.93603515625,\n              34.63772760271713\n            ],\n            [\n              -81.93603515625,\n              32.89342578969234\n            ],\n            [\n              -84.5013427734375,\n              32.89342578969234\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649606","contributors":{"authors":[{"text":"Radtke, D. B.","contributorId":72821,"corporation":false,"usgs":true,"family":"Radtke","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":194660,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cressler, C.W.","contributorId":37302,"corporation":false,"usgs":true,"family":"Cressler","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":194658,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Perlman, H.A.","contributorId":84406,"corporation":false,"usgs":true,"family":"Perlman","given":"H.A.","email":"","affiliations":[],"preferred":false,"id":194661,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blanchard, H.E. Jr.","contributorId":57888,"corporation":false,"usgs":true,"family":"Blanchard","given":"H.E.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":194659,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"McFadden, K.W.","contributorId":22766,"corporation":false,"usgs":true,"family":"McFadden","given":"K.W.","email":"","affiliations":[],"preferred":false,"id":194657,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Brooks, Rebekah","contributorId":6457,"corporation":false,"usgs":true,"family":"Brooks","given":"Rebekah","email":"","affiliations":[],"preferred":false,"id":194656,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":26449,"text":"wri854266 - 1986 - Sediment discharge in the Colorado River near De Beque, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri854266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4266","title":"Sediment discharge in the Colorado River near De Beque, Colorado","docAbstract":"A study was conducted to determine annual-sediment discharge at the site of a proposed reservoir on the Colorado River at Una, located 3 miles upstream from De Beque, Colorado. Eleven suspended sediment samples were collected during 1984 at the De Beque bridge. These data were combined with suspended sediment data collected for the Colorado River at two nearby streamflow gaging stations to define relations between suspended-sediment discharge and stream discharge. Best results were obtained when the data were separated into two periods, March through October, and November through February. The data for March through October were separated into two periods: (1) Rising stream-stage period, which includes data collected prior to the data of the annual peak-stream discharge, and (2) falling stream-stage period, which includes data collected after the date of the annual peak-stream discharge. Nine bedload samples were collected during 1984 to determine the contribution of bedload sediment discharge to total sediment discharge. Bedload accounted for &lt; 2% of total sediment discharge. The best relations describing bedload sediment discharge were obtained when the bedload data were separated into two periods: (1) Data collected prior to the date of the annual peak-stream discharge, and (2) data collected after the date of the annual peak-stream discharge. Mean annual sediment discharge in the Colorado River at the proposed Una reservoir site was estimated to be 1,065,000 tons/year for October 1966 through September 1984. Water storage capacity of the proposed reservoir would decrease about 30% after 100 years at this sediment discharge rate. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854266","usgsCitation":"Butler, D.L., 1986, Sediment discharge in the Colorado River near De Beque, Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4266, v, 30 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854266.","productDescription":"v, 30 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":157826,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4266/report-thumb.jpg"},{"id":55272,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4266/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc041","contributors":{"authors":[{"text":"Butler, D. L.","contributorId":36967,"corporation":false,"usgs":true,"family":"Butler","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196409,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25876,"text":"wri854230 - 1986 - Reconnaissance of ground-water resources in the North Fork Gunnison River basin, southwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri854230","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4230","title":"Reconnaissance of ground-water resources in the North Fork Gunnison River basin, southwestern Colorado","docAbstract":"Aquifers of large areal extent in the North Fork Gunnison River basin are found in the alluvium and bedrock. Alluvial aquifers yielded water with dissolved solids concentrations ranging from 43 to 2,300 mg/L. Dissolved solids concentrations of water samples from the Mesaverde Formation of Late Cretaceous age and the Dakota Sandstone and Burro Canyon Formations of Late and Early Cretaceous age ranged from 56 to 3,200 mg/L. Dissolved solids concentrations of water samples from Mancos Shale ranged from 1,800 to 8,200 mg/L. Most wells in the North Fork Gunnison River basin are at altitudes below 7,500 ft, yield from 2 to 40 gal/min and are completed in alluvial sand and gravel, sandstone , or fractured bedrock. Springs generally are at altitudes above 7,000 ft, discharge from perched water tables at geologic contacts, have calcium magnesium bicarbonate water types, and are much less saline than water from wells. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854230","usgsCitation":"Ackerman, D.J., and Brooks, T., 1986, Reconnaissance of ground-water resources in the North Fork Gunnison River basin, southwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4230, v, 21 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854230.","productDescription":"v, 21 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4230/report-thumb.jpg"},{"id":54630,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4230/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54631,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4230/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54632,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4230/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63e817","contributors":{"authors":[{"text":"Ackerman, D. J.","contributorId":53380,"corporation":false,"usgs":true,"family":"Ackerman","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":195408,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brooks, Tom","contributorId":76356,"corporation":false,"usgs":true,"family":"Brooks","given":"Tom","email":"","affiliations":[],"preferred":false,"id":195409,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25922,"text":"wri844148 - 1986 - Hydrogeology and leachate movement near two chemical-waste sites in Oswego County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri844148","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4148","title":"Hydrogeology and leachate movement near two chemical-waste sites in Oswego County, New York","docAbstract":"Forty-five observation wells and test holes were installed at two chemical waste disposal sites in Oswego County, New York, to evaluate the hydrogeologic conditions and the rate and direction of leachate migration. At the site near Oswego groundwater moves northward at an average velocity of 0.4 ft/day through unconsolidated glacial deposits and discharges into White Creek and Wine Creek, which border the site and discharge to Lake Ontario. Leaking barrels by chemical wastes have contaminated the groundwater within the site, as evidenced by detection of 10 ' priority pollutant ' organic compounds, and elevated values of specific conductance, chloride, arsenic, lead, and mercury. At the site near Fulton, where 8,000 barrels of chemical wastes are buried, groundwater in the sandy surficial aquifer bordering the landfill on the south and east moves southward and eastward at an average velocity of 2.8 ft/day and discharges to Bell Creek, which discharges to the Oswego River, or moves beneath the landfill. Leachate is migrating eastward, southeastward, and southwestward, as evidenced by elevated values of specific conductance, temperature, and concentrations of several trace metals at wells east, southeast, and southwest of the site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844148","usgsCitation":"Anderson, H., and Miller, T.S., 1986, Hydrogeology and leachate movement near two chemical-waste sites in Oswego County, New York: U.S. Geological Survey Water-Resources Investigations Report 84-4148, v, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844148.","productDescription":"v, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124236,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4148/report-thumb.jpg"},{"id":54680,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4148/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625438","contributors":{"authors":[{"text":"Anderson, H. R.","contributorId":67487,"corporation":false,"usgs":true,"family":"Anderson","given":"H. R.","affiliations":[],"preferred":false,"id":195485,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Todd S.","contributorId":85623,"corporation":false,"usgs":true,"family":"Miller","given":"Todd","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":195486,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26339,"text":"wri844367 - 1986 - Water quality of Rhode Island streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri844367","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4367","title":"Water quality of Rhode Island streams","docAbstract":"Water quality data collected from November 1979 through September 1983 at five stream stations within Rhode Island and one in Massachusetts show that concentrations of the common constituents were low. Mean water hardness at all sites was in the ' soft ' category. Sodium concentrations were less than 20 mg/L at two sites and less than 35 mg/L at the other sites. Mean nitrogen values for the two Blackstone River sites were in the range that could cause undesirable growths of aquatic plants. Mean phosphorus values exceeded the recommended limits for protection of aquatic life at four sites. Trace-element concentrations in the water were generally low. Those trace elements which were found in concentrations near or exceeding any standard or criterion include cadmium, chromium, lead, iron, and manganese. High concentrations of several trace elements were found in the bottom materials at several sites. The bottom materials also contained pesticides and organic chemicals including aldrin, chlordane, DDD, DDE, DDT, dieldren, endosulfan , endrin, heptachlor, Mirex, and PCB. Results of trend analysis of total phosphorus, total nitrogen, and specific conductance show a downward trend in phosphorus at two sites; an upward trend in nitrogen at one site; and one downward trend and one upward trend in specific conductance. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844367","usgsCitation":"Briggs, J.C., and Feiffer, J., 1986, Water quality of Rhode Island streams: U.S. Geological Survey Water-Resources Investigations Report 84-4367, iv, 51 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844367.","productDescription":"iv, 51 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4367/report-thumb.jpg"},{"id":55138,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4367/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cce4b07f02db54416d","contributors":{"authors":[{"text":"Briggs, J. C.","contributorId":72415,"corporation":false,"usgs":true,"family":"Briggs","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196208,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Feiffer, J.S.","contributorId":58682,"corporation":false,"usgs":true,"family":"Feiffer","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":196207,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26437,"text":"wri864343 - 1986 - Planning report for the Edwards-Trinity Regional Aquifer-System analysis in central Texas, southeast Oklahoma, and southwest Arkansas","interactions":[],"lastModifiedDate":"2017-05-31T16:10:00","indexId":"wri864343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4343","title":"Planning report for the Edwards-Trinity Regional Aquifer-System analysis in central Texas, southeast Oklahoma, and southwest Arkansas","docAbstract":"<p>The Edwards-Trinity regional aquifer system supplies more than 0.78 million acre-feet per year (700 million gallons per day) of water for central Texas and small adjacent parts of southeast Oklahoma and southwest Arkansas. The system consists of three major aquifers and at least three minor aquifers in predominantly Cretaceous rocks, which together have an areal extent of about 80,000 square miles. The major aquifers are the Edwards-Trinity (Plateau) in west-central Texas, the Edwards (Balcones Fault Zone) in south-central Texas, and the Trinity in north-central Texas, southeast Oklahoma, and southwest Arkansas. Current (1986) and future concerns about the aquifer system involve the ever-increasing demand for water, most of which is associated with rapid population increase. Decreases in or elimination of spring discharges and encroachment of water from downdip salinewater zones into updip freshwater zones are of primary concern in the area underlain by ttie Edwards (Balcones Fault Zone) aquifer. Water-level declines of several hundred feet in the Trinity aquifer are a serious concern in some metropolitan areas.</p>\n<p>The Edwards-Trinity regional aquifer-system analysis project, begun in October 1985 and scheduled to be completed by October 1991, is one of a series of similar projects being conducted nationwide. The project is intended to define the hydrogeologic framework, and to describe the geochemistry and groundwater flow of the aquifer system in order to provide a better understanding of the system's long-term water-yielding potential. A multidisciplinary approach will be used in which computer-based digital simulation of flow in the system will be the principal method of hydrogeologic investigation.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri864343","usgsCitation":"Bush, P.W., 1986, Planning report for the Edwards-Trinity Regional Aquifer-System analysis in central Texas, southeast Oklahoma, and southwest Arkansas: U.S. Geological Survey Water-Resources Investigations Report 86-4343, iv, 15 p., https://doi.org/10.3133/wri864343.","productDescription":"iv, 15 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":55243,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4343/report.pdf","text":"Report","size":"564.79 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,{"id":26072,"text":"wri854070 - 1986 - Method for estimating low-flow statistics for ungaged streams in the lower Hudson River Basin, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri854070","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4070","title":"Method for estimating low-flow statistics for ungaged streams in the lower Hudson River Basin, New York","docAbstract":"Seven-day, 10-year and 7-day, 2-year low flow statistics were related to selected basin characteristics by multiple-regression analysis for 53 sites with watershed areas of less than 100 sq mi in the lower Hudson River basin. A common 20-year period of record was selected to ensure comparability of results. The most significant variable was the percentage of drainage basin underlain by stratified drift. The lowest standard errors of estimate were obtained from equations giving results in terms of discharge/sq mi during low-flow conditions. The statistically significant basin characteristics needed for estimating low flow were percentage of basin containing stratified drift, mean basin elevation, and mean annual precipitation. The smallest standard errors for 7-day, 10-year and 7-day, 2-year low flows obtained were 51% of the mean and 39% of the mean, respectively. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854070","usgsCitation":"Barnes, C., 1986, Method for estimating low-flow statistics for ungaged streams in the lower Hudson River Basin, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4070, iv, 22 p. :ill., 3 maps ;28 cm., https://doi.org/10.3133/wri854070.","productDescription":"iv, 22 p. :ill., 3 maps ;28 cm.","costCenters":[],"links":[{"id":118722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4070/report-thumb.jpg"},{"id":54846,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4070/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db625029","contributors":{"authors":[{"text":"Barnes, C.R.","contributorId":85625,"corporation":false,"usgs":true,"family":"Barnes","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":195750,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26356,"text":"wri864172 - 1986 - Geohydrology and potential hydrologic effects of underground coal mining in the Rapid Creek Basin, Mesa County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri864172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4172","title":"Geohydrology and potential hydrologic effects of underground coal mining in the Rapid Creek Basin, Mesa County, Colorado","docAbstract":"The U.S. Bureau of Land Management may lease additional coal tracts in the Rapid Creek basin, Colorado. Springs in this basin are used as a water supply for the town of Palisade. The geohydrology of the basin is described and the potential hydrologic effects of underground coal mining in the basin summarized. Geologic formations in the basin consists of Cretaceous sandstone and shale, Tertiary sandstone, shale, and basalt, and unconsolidated deposits of Quaternary age. Some sandstone and coal beds are permeable, although bedrock in the basin typically is a confining bed. Unconsolidated deposits contain aquifers that are the source of spring discharge. Stream discharge was measured on Rapid and Cottonwood Creeks, and inventories were made of 7 reservoirs, 25 springs, and 12 wells. Specific conductance of streams ranged from 320 to 1,050 microsiemens/cm at 25C; pH ranged from 7.8 to 8.6. Specific conductance of springs ranged from 95 to 1,050 microsiemens/cm at 25C; pH ranged from 6.8 to 8.3. Discharge from the basin includes about 18,800 acre-ft/yr as evapotranspiration, 1,300 acre-ft/yr as springflow, 1,280 acre-ft/yr as streamflow, and negligible groundwater flow in bedrock. With appropriate mining methods, underground mining would not decrease flow in basin streams or from springs. The potential effects of mining-caused subsidence might include water-pipeline damage and temporary dewatering of bedrock adjacent to coal mining. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864172","usgsCitation":"Brooks, T., 1986, Geohydrology and potential hydrologic effects of underground coal mining in the Rapid Creek Basin, Mesa County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 86-4172, iv, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864172.","productDescription":"iv, 28 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122737,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4172/report-thumb.jpg"},{"id":55150,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4172/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55151,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4172/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cc5","contributors":{"authors":[{"text":"Brooks, Tom","contributorId":76356,"corporation":false,"usgs":true,"family":"Brooks","given":"Tom","email":"","affiliations":[],"preferred":false,"id":196246,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25887,"text":"wri844119 - 1986 - Geohydrology and potential for artificial recharge in the western part of the U.S. Marine Corps Base, Twentynine Palms, California, 1982-83","interactions":[],"lastModifiedDate":"2018-02-14T17:30:40","indexId":"wri844119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4119","title":"Geohydrology and potential for artificial recharge in the western part of the U.S. Marine Corps Base, Twentynine Palms, California, 1982-83","docAbstract":"<p>A recent gravity survey indicates that sedimentary deposits in the Deadman Lake area of the Twentynine Palms Marine Corps Base, California, are as much as 10,500 feet thick. These deposits fill an ancient valley in the bedrock complex. This valley is alined east-west in the Surprise Spring area and north-south in the Deadman Lake area.</p><p>Water levels in the Ames Dry Lake area of the Surprise Spring subbasin have changed little between earliest measurements in 1952-53 and in 1982. Water levels in three Marine Corps Base supply wells in the same subbasin near Surprise Spring declined an average of 78 feet during the past 30 years. Water levels in the same timespan in Deadman subbasin and water quality in the base supply wells, drilled in 1952-53 and 1978, have remained virtually unchanged.</p><p>Ground water in storage, suitable for domestic use, in the top 200 feet of saturated sediments in Surprise Spring subbasin was estimated to be 810,000 acre-feet in the early 1950's. About 60,000 acre-feet of this has been removed, mostly for use at the Marine Corps Base, which leaves about 750,000 acre-feet of recoverable water of good quality still stored in the 200-foot interval considered. For planning purposes, it would be safe to use a conservative figure of 300,000 acre-feet for storage in the Deadman subbasin, which contains water having fluoride concentrations greater than the U.S. Environmental Protection Agency's standards for drinking water.</p><p>Three sites in the general area of the present well fields seem favorable for recharging the ground-water system in the Surprise Spring subbasin. Further exploration of these sites is suggested.</p>","language":"English","publisher":"U.S.Geological Survey","publisherLocation":"Sacramento, CA","doi":"10.3133/wri844119","collaboration":"Prepared in cooperation with the U.S. Marine Corps, Department of the Navy","usgsCitation":"Akers, J.P., 1986, Geohydrology and potential for artificial recharge in the western part of the U.S. Marine Corps Base, Twentynine Palms, California, 1982-83: U.S. Geological Survey Water-Resources Investigations Report 84-4119, Report: iv, 18 p.; 2 Plates: 32.07 x 35.21 inches and 32.18 x 34.70 inches, https://doi.org/10.3133/wri844119.","productDescription":"Report: iv, 18 p.; 2 Plates: 32.07 x 35.21 inches and 32.18 x 34.70 inches","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":54649,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4119/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Ground-water-level contours, 1982; well locations, and potential recharge areas; U.S. Marine Corps Base, Twentynine Palms, California"},{"id":54650,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4119/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120070,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4119/report-thumb.jpg"},{"id":54648,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4119/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Configuration of surface on bedrock complex at base of sediments, and area used for estimating ground-water storage, U.S. Marine Corps Base, Twentynine Palms, California"}],"country":"United States","state":"California","city":"Twentynine Palms","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.5,\n              34.5\n            ],\n            [\n              -116.2,\n              34.5\n            ],\n            [\n              -116,\n              34.25\n            ],\n            [\n              -116,\n              34.08333\n            ],\n            [\n              -116.25,\n              34.08333\n            ],\n            [\n              -116.25,\n              34.16667\n            ],\n            [\n              -116.5,\n              34.16667\n            ],\n            [\n              -116.5,\n              34.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cac","contributors":{"authors":[{"text":"Akers, J. P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195425,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25889,"text":"wri854178 - 1986 - Ground water in the Long Meadow area and its relation with that in the General Sherman Tree area, Sequoia National Park, California","interactions":[],"lastModifiedDate":"2018-02-15T12:01:33","indexId":"wri854178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4178","title":"Ground water in the Long Meadow area and its relation with that in the General Sherman Tree area, Sequoia National Park, California","docAbstract":"<p>Westward movement of ground water from the Long Meadow area of Sequoia National Park, California, to the General Sherman Tree area is prevented by an eastward hydraulic gradient and low fracture permeability of a granodiorite ridge separating the two areas. Clay beds present in the alluvium in the Long Meadow area would hinder, but not preclude, recharge to the ground-water system beneath Long Meadow from streams. </p><p>A dependable ground-water supply of about 50 gallons per minute (72,000 gallons per day) can be developed from the Long Meadow area. The withdrawal of this quantity of ground water from the Long Meadow area should not affect ground or surface water in the General Sherman Tree area. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Sacramento, CA","doi":"10.3133/wri854178","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Akers, J.P., 1986, Ground water in the Long Meadow area and its relation with that in the General Sherman Tree area, Sequoia National Park, California: U.S. Geological Survey Water-Resources Investigations Report 85-4178, Report: iv, 15 p.; 1 Plate: 20.19 x 17.62 inches, https://doi.org/10.3133/wri854178.","productDescription":"Report: iv, 15 p.; 1 Plate: 20.19 x 17.62 inches","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":121514,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4178/report-thumb.jpg"},{"id":54651,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4178/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Long Meadow Area, Sequoia National Park, California, showing locations of test-hole, stream-measuring, and water-sampling sites"},{"id":54652,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4178/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Sequoia National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -118.75456809997559,\n              36.572319932849254\n            ],\n            [\n              -118.71500015258789,\n              36.572319932849254\n            ],\n            [\n              -118.71500015258789,\n              36.599542913631645\n            ],\n            [\n              -118.75456809997559,\n              36.599542913631645\n            ],\n            [\n              -118.75456809997559,\n              36.572319932849254\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d999","contributors":{"authors":[{"text":"Akers, J. P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195428,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26002,"text":"wri864159 - 1986 - Selected aquifer-test information for the coastal plain aquifers of South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T12:14:39","indexId":"wri864159","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4159","title":"Selected aquifer-test information for the coastal plain aquifers of South Carolina","docAbstract":"Aquifer and well hydraulic characteristics were determined from more than 100 multiple-well and single-well aquifer tests in the Coastal Plain of South Carolina and tabulated by county. Multiple-well aquifer tests were analyzed by the This method for nonleaky aquifers and the Hantush-Jacob method for leaky aquifers. Single-well tests were analyzed by straight line solution techniques for drawdown and recovery tests. Specific-capacity data are presented for many areas where aquifer-test information is sparse. The characteristics determined are based largely on well performance tests conducted by well drillers and consulting engineers. Although use of this information has many limitations, it has value in establishing transmissivity and storage coefficient values for the Coastal Plain aquifers. (Peters-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,\r\nill., maps,","doi":"10.3133/wri864159","usgsCitation":"Aucott, W.R., and Newcome, R., 1986, Selected aquifer-test information for the coastal plain aquifers of South Carolina: U.S. Geological Survey Water-Resources Investigations Report 86-4159, NA, https://doi.org/10.3133/wri864159.","productDescription":"NA","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":157617,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4159/report-thumb.jpg"},{"id":54763,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4159/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        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