{"pageNumber":"1957","pageRowStart":"48900","pageSize":"25","recordCount":68921,"records":[{"id":25723,"text":"wri824091 - 1986 - Preliminary delineation and description of the regional aquifers of Tennessee: the East Tennessee aquifer system","interactions":[],"lastModifiedDate":"2022-12-21T22:56:36.359639","indexId":"wri824091","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":"82-4091","title":"Preliminary delineation and description of the regional aquifers of Tennessee: the East Tennessee aquifer system","docAbstract":"<p>The east Tennessee aquifer system occurs in the Valley and Ridge and the Blue Ridge provinces of Tennessee. These areas are underlain by rocks of Precambrian to Pennsylvanian age which have been structurally deformed and faulted during the Appalachian orogeny. Groundwater in the Valley and Ridge occurs primarily in solution openings in carbonate rocks and in fractures in sandstone and shale. Fractures in the crystalline rocks store and transmit most of the groundwater in the Blue Ridge province. The east Tennessee aquifer system is important as a source of rural and municipal drinking water. Within 300 ft of land surface, groundwater generally contains less than 500 milligrams/L dissolved solids. At greater depths, fractures and solution openings are smaller and fewer in number. There are very little data to define groundwater occurrence at depths greater than about 300 ft. Groundwater flow may be restricted and the dissolved solids concentrations in the groundwater may reach thousands or even ten thousands of milligrams/L.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824091","usgsCitation":"Brahana, J., Mulderink, D., Macy, J.A., and Bradley, M.W., 1986, Preliminary delineation and description of the regional aquifers of Tennessee: the East Tennessee aquifer system: U.S. Geological Survey Water-Resources Investigations Report 82-4091, iv, 30 p., https://doi.org/10.3133/wri824091.","productDescription":"iv, 30 p.","costCenters":[],"links":[{"id":156170,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":410909,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35602.htm","linkFileType":{"id":5,"text":"html"}},{"id":1854,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri824091","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Tennessee","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -85.5,\n              36.594\n            ],\n            [\n              -85.5,\n              35\n            ],\n            [\n              -81.667,\n              35\n            ],\n            [\n              -81.667,\n              36.594\n            ],\n            [\n              -85.5,\n              36.594\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6c3","contributors":{"authors":[{"text":"Brahana, J. V.","contributorId":32926,"corporation":false,"usgs":true,"family":"Brahana","given":"J. V.","affiliations":[],"preferred":false,"id":194802,"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":194804,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Macy, J. A.","contributorId":10047,"corporation":false,"usgs":true,"family":"Macy","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194801,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194803,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"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":25722,"text":"wri82338 - 1986 - Preliminary delineation and description of the regional aquifers of Tennessee: Cumberland Plateau aquifer system","interactions":[],"lastModifiedDate":"2022-12-21T22:53:10.700284","indexId":"wri82338","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":"82-338","title":"Preliminary delineation and description of the regional aquifers of Tennessee: Cumberland Plateau aquifer system","docAbstract":"The Cumberland Plateau aquifer system consists of Pennsylvanian sandstones, conglomerates, shales, and coals which underlie the Cumberland Plateau in Tennessee. Major water-bearing zones occur within the sandstones and conglomerates in interconnected fractures. The water-bearing formations are separated by shale and siltstone that retard the vertical circulation of ground water. The Pennington Formation serves as the base of this aquifer system and is an effective confining unit.\r\n\r\nThe Cumberland Plateau aquifer system is an important water source for the Cumberland Plateau. Wells and springs from the aquifer system supply most of the rural domestic and public drinking-water supplies. Water from wells drilled into the Cumberland Plateau aquifer system is generally of good to excellent quality. Of the 32 water-quality analyses on file from this aquifer, only 2 had dissolved-solids concentrations greater than 500 milligrams per liter, and about three-fourths had less than 200 milligrams per liter dissolved solids. However, no samples from depths greater than 300 feet below land surface have been recorded. Ground water from locations where the sandstones are buried deeply, such as the Wartburg basin, may contain dissolved-solids concentrations greater than 1,000 milligrams per liter.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri82338","usgsCitation":"Brahana, J., Macy, J.A., Mulderink, D., and Zemo, D., 1986, Preliminary delineation and description of the regional aquifers of Tennessee: Cumberland Plateau aquifer system (WRI/OFR): U.S. Geological Survey Water-Resources Investigations Report 82-338, iv, 24 p., https://doi.org/10.3133/wri82338.","productDescription":"iv, 24 p.","costCenters":[],"links":[{"id":156687,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":410908,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35529.htm","linkFileType":{"id":5,"text":"html"}},{"id":1838,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri82-0338","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Tennessee","otherGeospatial":"Cumberland Plateau aquifer system","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -86.217,\n              36.6\n            ],\n            [\n              -86.217,\n              35\n            ],\n            [\n              -83.612,\n              35\n            ],\n            [\n              -83.612,\n              36.6\n            ],\n            [\n              -86.217,\n              36.6\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f68","contributors":{"authors":[{"text":"Brahana, J. V.","contributorId":32926,"corporation":false,"usgs":true,"family":"Brahana","given":"J. V.","affiliations":[],"preferred":false,"id":194797,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Macy, Jo Ann","contributorId":107314,"corporation":false,"usgs":true,"family":"Macy","given":"Jo","email":"","middleInitial":"Ann","affiliations":[],"preferred":false,"id":194800,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mulderink, Dolores","contributorId":64667,"corporation":false,"usgs":true,"family":"Mulderink","given":"Dolores","email":"","affiliations":[],"preferred":false,"id":194798,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Zemo, Dawn","contributorId":91866,"corporation":false,"usgs":true,"family":"Zemo","given":"Dawn","email":"","affiliations":[],"preferred":false,"id":194799,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26131,"text":"wri864322 - 1986 - Techniques for estimating flood-peak discharges from urban basins in Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri864322","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":"86-4322","title":"Techniques for estimating flood-peak discharges from urban basins in Missouri","docAbstract":"Techniques are defined for estimating the magnitude and frequency of future flood peak discharges of rainfall-induced runoff from small urban basins in Missouri. These techniques were developed from an initial analysis of flood records of 96 gaged sites in Missouri and adjacent states. Final regression equations are based on a balanced, representative sampling of 37 gaged sites in Missouri. This sample included 9 statewide urban study sites, 18 urban sites in St. Louis County, and 10 predominantly rural sites statewide. Short-term records were extended on the basis of long-term climatic records and use of a rainfall-runoff model. Linear least-squares regression analyses were used with log-transformed variables to relate flood magnitudes of selected recurrence intervals (dependent variables) to selected drainage basin indexes (independent variables). For gaged urban study sites within the State, the flood peak estimates are from the frequency curves defined from the synthesized long-term discharge records. Flood frequency estimates are made for ungaged sites by using regression equations that require determination of the drainage basin size and either the percentage of impervious area or a basin development factor. Alternative sets of equations are given for the 2-, 5-, 10-, 25-, 50-, and 100-yr recurrence interval floods. The average standard errors of estimate range from about 33% for the 2-yr flood to 26% for the 100-yr flood. The techniques for estimation are applicable to flood flows that are not significantly affected by storage caused by manmade activities. Flood peak discharge estimating equations are considered applicable for sites on basins draining approximately 0.25 to 40 sq mi. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864322","usgsCitation":"Becker, L., 1986, Techniques for estimating flood-peak discharges from urban basins in Missouri: U.S. Geological Survey Water-Resources Investigations Report 86-4322, vi, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864322.","productDescription":"vi, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158219,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4322/report-thumb.jpg"},{"id":54928,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4322/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c5c","contributors":{"authors":[{"text":"Becker, L.D.","contributorId":84797,"corporation":false,"usgs":true,"family":"Becker","given":"L.D.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":195867,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26229,"text":"wri844226 - 1986 - Quality of stormwater runoff in the Blue River basin, Missouri and Kansas, July-October 1981 and April-July 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri844226","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":"84-4226","title":"Quality of stormwater runoff in the Blue River basin, Missouri and Kansas, July-October 1981 and April-July 1982","docAbstract":"Stormwater-runoff sampling was done at three mainstem stations on the Blue River, Missouri, and three stations on urban tributaries. Concentrations of lead, iron, manganese, zinc, and ammonia nitrogen consistently exceeded Missouri water-quality standards. Many constituents were significantly correlated with large concentrations of suspended sediment from the agricultural areas in the upstream part of the basin. However, mean concentrations of lead increased 200% and mean concentrations of zinc increased 100% in the urban reach of Blue River for some storms. Combined sewer overflows along Brush Creek, one of the urban tributaries, caused large concentrations of nutrients, suspended sediment, metals, and 5-day biochemical oxygen demand in the initial runoff. After extended dry periods, surface flushing caused concentrations of lead and zinc to be largest during initial runoff at all three urban tributaries. However, large flushes of most constituents were not detected at the mainstem stations. The large percentage of impervious surfaces and lined channels in urban areas caused increased volumes of runoff per unit of drainage area and limited the availability of sediment to streams. Consequently, concentrations of most constituents were small, but the loads per unit of drainage area were large when compared with those in Blue River. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;\r\nOpen-File Services Section, Western Distribution Branch, U.S. Geological Survey [distributor],","doi":"10.3133/wri844226","usgsCitation":"Blevins, D.W., 1986, Quality of stormwater runoff in the Blue River basin, Missouri and Kansas, July-October 1981 and April-July 1982: U.S. Geological Survey Water-Resources Investigations Report 84-4226, ix, 131 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844226.","productDescription":"ix, 131 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158080,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4226/report-thumb.jpg"},{"id":55029,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4226/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641e94","contributors":{"authors":[{"text":"Blevins, D. W.","contributorId":75940,"corporation":false,"usgs":true,"family":"Blevins","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196021,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27245,"text":"wri864153 - 1986 - Hydrogeology, ground-water flow, and tritium movement at low-level radioactive-waste disposal site near Sheffield, Illinois","interactions":[],"lastModifiedDate":"2023-01-05T21:29:02.151914","indexId":"wri864153","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":"86-4153","title":"Hydrogeology, ground-water flow, and tritium movement at low-level radioactive-waste disposal site near Sheffield, Illinois","docAbstract":"<p>Groundwater flow and tritium movement are described at and near a low-level radioactive waste disposal site near Sheffield, Illinois. Flow in the shallow aquifer is confined to three basins that ultimately drain into a stripmine lake. Most of the flow from the site is through a buried, pebbly sandfilled channel. Remaining flow is toward alluvium of an existing stream. Conceptual flow models for the two largest basins are used to improve definition of flow velocity and direction. Flow velocities range from about 25 to 2,500 ft/yr. Tritium was found in all three basins. The most extensive migration of tritium is coincident with buried channel. Tritium concentrations ranged from detection level to more than 300 nanocuries/L.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864153","usgsCitation":"Garklavs, G., and Healy, R.W., 1986, Hydrogeology, ground-water flow, and tritium movement at low-level radioactive-waste disposal site near Sheffield, Illinois: U.S. Geological Survey Water-Resources Investigations Report 86-4153, v, 35 p., https://doi.org/10.3133/wri864153.","productDescription":"v, 35 p.","costCenters":[],"links":[{"id":411452,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36580.htm","linkFileType":{"id":5,"text":"html"}},{"id":56108,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4153/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158749,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4153/report-thumb.jpg"}],"country":"United States","state":"Illinios","city":"Sheffield","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -89.796,\n              41.343\n            ],\n            [\n              -89.796,\n              41.3360\n            ],\n            [\n              -89.782,\n              41.3360\n            ],\n            [\n              -89.782,\n              41.343\n            ],\n            [\n              -89.796,\n              41.343\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614875","contributors":{"authors":[{"text":"Garklavs, George","contributorId":87139,"corporation":false,"usgs":true,"family":"Garklavs","given":"George","email":"","affiliations":[],"preferred":false,"id":197789,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197790,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":16621,"text":"ofr8655 - 1986 - Hydrologic data from small rural and developing watersheds in west-central Florida, 1981-84","interactions":[],"lastModifiedDate":"2012-02-02T00:07:12","indexId":"ofr8655","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-55","title":"Hydrologic data from small rural and developing watersheds in west-central Florida, 1981-84","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8655","usgsCitation":"Woodham, W.M., 1986, Hydrologic data from small rural and developing watersheds in west-central Florida, 1981-84: U.S. Geological Survey Open-File Report 86-55, iv, 105 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8655.","productDescription":"iv, 105 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":149651,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0055/report-thumb.jpg"},{"id":45632,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60786a","contributors":{"authors":[{"text":"Woodham, W. M.","contributorId":72356,"corporation":false,"usgs":true,"family":"Woodham","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":173167,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26148,"text":"wri864204 - 1986 - Capacity of the diversion channel below the flood-control dam on the Big Lost River at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2023-01-12T21:15:58.985273","indexId":"wri864204","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":"86-4204","title":"Capacity of the diversion channel below the flood-control dam on the Big Lost River at the Idaho National Engineering Laboratory, Idaho","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864204","usgsCitation":"Bennett, C.M., 1986, Capacity of the diversion channel below the flood-control dam on the Big Lost River at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 86-4204, iv, 25 p., https://doi.org/10.3133/wri864204.","productDescription":"iv, 25 p.","costCenters":[],"links":[{"id":411807,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36625.htm","linkFileType":{"id":5,"text":"html"}},{"id":121979,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4204/report-thumb.jpg"},{"id":54942,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Big Lost River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -113,\n              43.525\n            ],\n            [\n              -113,\n              43.417\n            ],\n            [\n              -113.111,\n              43.417\n            ],\n            [\n              -113.111,\n              43.525\n            ],\n            [\n              -113,\n              43.525\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fde4b07f02db5f6917","contributors":{"authors":[{"text":"Bennett, C. M.","contributorId":15648,"corporation":false,"usgs":true,"family":"Bennett","given":"C.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195902,"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":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":14687,"text":"ofr86250 - 1986 - Hydrologic, lithologic, and chemical data for sediment in the shallow alluvial aquifer at two sites near Fallon, Churchill County, Nevada, 1984-85","interactions":[],"lastModifiedDate":"2012-02-02T00:07:07","indexId":"ofr86250","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-250","title":"Hydrologic, lithologic, and chemical data for sediment in the shallow alluvial aquifer at two sites near Fallon, Churchill County, Nevada, 1984-85","docAbstract":"The U.S. Geological Survey collected an extensive amount of hydrogeologic data from the shallow alluvial aquifer at two study sites near Fallon, Nevada, from 1984 though 1985. These data were collected as part of a study to determine the geochemical controls on the mobility of arsenic and other trace elements in shallow groundwater systems. The main study area is approximately 7 miles south of Fallon. A subsidiary study area is about 8 miles east of Fallon. The data collected include lithologic logs and water level altitudes for the augered sampling wells and piezometers, and determinations of arsenic and selenium content, grain size, porosity, hydraulic conductivity, and mineralogy for sediment samples from cores. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86250","usgsCitation":"Lico, M., Welch, A., and Hughes, J.L., 1986, Hydrologic, lithologic, and chemical data for sediment in the shallow alluvial aquifer at two sites near Fallon, Churchill County, Nevada, 1984-85: U.S. Geological Survey Open-File Report 86-250, v, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86250.","productDescription":"v, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148365,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0250/report-thumb.jpg"},{"id":43453,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0250/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605250","contributors":{"authors":[{"text":"Lico, M.S.","contributorId":36573,"corporation":false,"usgs":true,"family":"Lico","given":"M.S.","affiliations":[],"preferred":false,"id":169849,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welch, A. H.","contributorId":14836,"corporation":false,"usgs":true,"family":"Welch","given":"A. H.","affiliations":[],"preferred":false,"id":169847,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hughes, J. L.","contributorId":34940,"corporation":false,"usgs":true,"family":"Hughes","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":169848,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2967,"text":"wsp2276 - 1986 - Techniques for estimating streamflow characteristics in the Eastern and Interior coal provinces of the United States","interactions":[{"subject":{"id":11641,"text":"ofr83948 - 1984 - Techniques for estimating streamflow characteristics in the Eastern and Interior coal provinces of the United States","indexId":"ofr83948","publicationYear":"1984","noYear":false,"title":"Techniques for estimating streamflow characteristics in the Eastern and Interior coal provinces of the United States"},"predicate":"SUPERSEDED_BY","object":{"id":2967,"text":"wsp2276 - 1986 - Techniques for estimating streamflow characteristics in the Eastern and Interior coal provinces of the United States","indexId":"wsp2276","publicationYear":"1986","noYear":false,"title":"Techniques for estimating streamflow characteristics in the Eastern and Interior coal provinces of the United States"},"id":1}],"lastModifiedDate":"2017-06-17T12:45:07","indexId":"wsp2276","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2276","title":"Techniques for estimating streamflow characteristics in the Eastern and Interior coal provinces of the United States","docAbstract":"Techniques are presented for estimating various streamflow characteristics, such as peak flows, mean monthly and annual flows, flow durations, and flow volumes, at ungaged sites on unregulated streams in the Eastern Coal region. Streamflow data and basin characteristics for 629 gaging stations were used to develop multiple-linear-regression equations. Separate equations were developed for the Eastern and Interior Coal Provinces. \r\n\r\nDrainage area is an independent variable common to all equations. Other variables needed, depending on the streamflow characteristic, are mean annual precipitation, mean basin elevation, main channel length, basin storage, main channel slope, and forest cover. \r\n\r\nA ratio of the observed 50- to 90-percent flow durations was used in the development of relations to estimate low-flow frequencies in the Eastern Coal Province. Relations to estimate low flows in the Interior Coal Province are not presented because the standard errors were greater than 0.7500 log units and were considered to be of poor reliability.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2276","usgsCitation":"Wetzel, K.L., and Bettandorff, J., 1986, Techniques for estimating streamflow characteristics in the Eastern and Interior coal provinces of the United States: U.S. Geological Survey Water Supply Paper 2276, iii, 80 p. :ill., maps ;28 cm.; 2 plates in pocket, https://doi.org/10.3133/wsp2276.","productDescription":"iii, 80 p. :ill., maps ;28 cm.; 2 plates in pocket","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":139271,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2276/report-thumb.jpg"},{"id":247259,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2276/plate-1.pdf","size":"5722","linkFileType":{"id":1,"text":"pdf"}},{"id":247260,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2276/plate-2.pdf","size":"4661","linkFileType":{"id":1,"text":"pdf"}},{"id":29699,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2276/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c14","contributors":{"authors":[{"text":"Wetzel, Kim L.","contributorId":104884,"corporation":false,"usgs":true,"family":"Wetzel","given":"Kim","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":146062,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bettandorff, J.M.","contributorId":67499,"corporation":false,"usgs":true,"family":"Bettandorff","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":146061,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25721,"text":"wri82762 - 1986 - Preliminary delineation and description of the regional aquifers of Tennessee: Basal sandstone west of the Valley and Ridge Province","interactions":[],"lastModifiedDate":"2022-12-21T22:49:29.850891","indexId":"wri82762","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":"82-762","title":"Preliminary delineation and description of the regional aquifers of Tennessee: Basal sandstone west of the Valley and Ridge Province","docAbstract":"The basal sandstone is a poorly sorted, well indurated sandstone, which lies below the Conasauga Group and above the Precambrian crystalline rocks. It is an unknown resource defined by limited data, with only 14 data points (wells) for the entire State of Tennessee. The basal sandstone is thought to occur throughout most of the State west of the Valley and Ridge province at depths of generally more than 5,500 feet below land surface. The basal sandstone probably does not receive significant vertical recharge because the sandstone is overlain by such a thick sequence of flat-lying, low-porosity lower Paleozoic carbonates and shales. Data from two sites indicate that the rocks of the basal sandstone have relatively low porosity and permeability.\r\n\r\nThe concentrations of dissolved solids in water from the basal sandstone range from less than 40,000 milligrams per liter to more than 200,000 milligrams per liter. The basal sandstone is not being used as a source of drinking water because of its great depth, the presence of shallower sources of drinking water, and possible concentrations of more than 10,000 milligrams per liter dissolved solids throughout its area of occurrence.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri82762","usgsCitation":"Brahana, J., Bradley, M., Macy, J.A., and Mulderink, D., 1986, Preliminary delineation and description of the regional aquifers of Tennessee: Basal sandstone west of the Valley and Ridge Province: U.S. Geological Survey Water-Resources Investigations Report 82-762, iv, 21 p., https://doi.org/10.3133/wri82762.","productDescription":"iv, 21 p.","costCenters":[],"links":[{"id":156685,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1837,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri82-0762","linkFileType":{"id":5,"text":"html"}},{"id":410907,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35646.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Tennessee","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -89.5,\n              36.712\n            ],\n            [\n              -89.5,\n              35\n            ],\n            [\n              -84,\n              35\n            ],\n            [\n              -84,\n              36.712\n            ],\n            [\n              -89.5,\n              36.712\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b2a9","contributors":{"authors":[{"text":"Brahana, J. V.","contributorId":32926,"corporation":false,"usgs":true,"family":"Brahana","given":"J. V.","affiliations":[],"preferred":false,"id":194794,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradley, Mike 0000-0002-2979-265X mbradley@usgs.gov","orcid":"https://orcid.org/0000-0002-2979-265X","contributorId":582,"corporation":false,"usgs":true,"family":"Bradley","given":"Mike","email":"mbradley@usgs.gov","affiliations":[{"id":581,"text":"Tennessee Water Science Center","active":true,"usgs":true},{"id":24708,"text":"Lower Mississippi-Gulf Water Science Center","active":true,"usgs":true}],"preferred":true,"id":194793,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Macy, Jo Ann","contributorId":107314,"corporation":false,"usgs":true,"family":"Macy","given":"Jo","email":"","middleInitial":"Ann","affiliations":[],"preferred":false,"id":194796,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mulderink, Dolores","contributorId":64667,"corporation":false,"usgs":true,"family":"Mulderink","given":"Dolores","email":"","affiliations":[],"preferred":false,"id":194795,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"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":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","interactions":[{"subject":{"id":9713,"text":"ofr84453 - 1984 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"ofr84453","publicationYear":"1984","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"wsp2280","publicationYear":"1986","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp2280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2280","title":"Magnitude and frequency of high flows of unregulated streams in Kansas","docAbstract":"Information on high-flow magnitude and frequency is needed for hydrologic evaluation of such factors as flood-control storage and dam safety. High-flow information given in this report is for streamflows unaffected by major regulation, such as by large reservoirs. High-flow magnitude and frequency data are given for 91 streamflow-gaging stations throughout Kansas. Results of frequency calculations are given for durations of high flow of 1, 3, 7, 15, 30, 60, 90, 120, and 183 consecutive days. Accuracy of the magnitude-frequency values is influenced by the variability of flow, the number of years of flow record, and the recurrence interval calculated. \r\n\r\nHigh-flow magnitude and frequency for ungaged sites can be estimated from regression equations using significant drainage-basin characteristics of contributing-drainage area; 50-year, 24-hour rainfall; and free-water-surface evaporation. Standard errors of estimate for ungaged sites on ungaged streams range from 31 to 49 percent, generally increasing with recurrence interval. If an ungaged site is near a gaging station having 10 or more years of record on the same stream, the data for the gaging station may be used to improve the regression estimates.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2280","usgsCitation":"Jordan, P.R., 1986, Magnitude and frequency of high flows of unregulated streams in Kansas: U.S. Geological Survey Water Supply Paper 2280, iv, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2280.","productDescription":"iv, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138368,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2280/report-thumb.jpg"},{"id":27445,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2280/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64962d","contributors":{"authors":[{"text":"Jordan, Paul Robert","contributorId":57819,"corporation":false,"usgs":true,"family":"Jordan","given":"Paul","email":"","middleInitial":"Robert","affiliations":[],"preferred":false,"id":144508,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15274,"text":"ofr86228 - 1986 - Physical and chemical data for northern San Francisco Bay, California, September through November, 1984","interactions":[],"lastModifiedDate":"2016-07-27T12:57:46","indexId":"ofr86228","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-228","title":"Physical and chemical data for northern San Francisco Bay, California, September through November, 1984","docAbstract":"<p>This report presents physical and chemical data for northern San Francisco Bay waters. Samples were collected during the late summer and fall of 1984 during six cruises at near-two-week intervals. Bay waters were sampled at designated (historical) stations and selected salinitis along the deep channel of northern San Francisco Bay. Measurements included temperature, salinity, turbidity, in vivo fluorescence, chlorophyll a, alkalinity, suspended particulate matter, dissolved organic carbon, and dissolved inorganic nutrients: nitrite, nitrate + nitrite, ammonium, dissolved silica, and ortho-phosphate. Numerical results are tabulated and methods are described. (USGS)</p>","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86228","usgsCitation":"Ota, A.Y., Schemel, L., and Hager, S., 1986, Physical and chemical data for northern San Francisco Bay, California, September through November, 1984: U.S. Geological Survey Open-File Report 86-228, 32 p. :map ;28 cm., https://doi.org/10.3133/ofr86228.","productDescription":"32 p. :map ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":44205,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0228/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0228/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db6485e6","contributors":{"authors":[{"text":"Ota, Allan Y.","contributorId":85192,"corporation":false,"usgs":true,"family":"Ota","given":"Allan","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":170865,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schemel, L. E.","contributorId":89529,"corporation":false,"usgs":true,"family":"Schemel","given":"L. E.","affiliations":[],"preferred":false,"id":170866,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hager, S.W.","contributorId":51746,"corporation":false,"usgs":true,"family":"Hager","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":170864,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26205,"text":"wri864193 - 1986 - Comparison of flume and towing methods for verifying the calibration of a suspended-sediment sampler","interactions":[],"lastModifiedDate":"2018-03-05T11:08:38","indexId":"wri864193","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":"86-4193","title":"Comparison of flume and towing methods for verifying the calibration of a suspended-sediment sampler","docAbstract":"<p>Suspended-sediment samplers must sample isokinetically (at stream velocity) in order to collect representative water samples of rivers. Each sampler solo by the Federal Interagency Sedimentation Project or by the U.S. Geological Survey Hydrologic Instrumentation Facility has been adjusted to sample isokinetically and tested in a flume to verify the calibration. The test program for a modified U.S. P-61 sampler provided an opportunity to compare flume and towing tank tests. Although the two tests yielded statistically distinct results, the difference between them was quite small. The conclusion is that verifying the calibration of any suspended-sediment sampler by either the flume or towing method should give acceptable results.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Minneapolis, MN","doi":"10.3133/wri864193","collaboration":"Prepared in cooperation with the U.S. Agricultural Research Service, U.S. Bureau of Reclamation, U.S. Forest Service, U.S. Bureau of Land Management, and the U.S. Federal Highways Admininstration","usgsCitation":"Beverage, J., and Futrell, J., 1986, Comparison of flume and towing methods for verifying the calibration of a suspended-sediment sampler: U.S. Geological Survey Water-Resources Investigations Report 86-4193, v, 12 p., https://doi.org/10.3133/wri864193.","productDescription":"v, 12 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":55000,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4193/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126635,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4193/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3b9","contributors":{"authors":[{"text":"Beverage, J.P.","contributorId":44120,"corporation":false,"usgs":true,"family":"Beverage","given":"J.P.","affiliations":[],"preferred":false,"id":195978,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Futrell, J.C.","contributorId":32953,"corporation":false,"usgs":true,"family":"Futrell","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":195977,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":26215,"text":"wri854191 - 1986 - Regionalization of low-flow characteristics of Tennessee streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri854191","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":"85-4191","title":"Regionalization of low-flow characteristics of Tennessee streams","docAbstract":"Procedures for estimating 3-day 2-year, 3-day 10-year, 3-day 20-year, and 7-day 10-year low flows at ungaged stream sites in Tennessee are based on surface geology and drainage area size. One set of equations applies to west Tennessee streams, and another set applies to central and east Tennessee streams. The equations do not apply to streams where flow is significantly altered by activities of man. Standard errors of estimate of equations for west Tennessee are 24 to 32% and for central and east Tennessee 31 to 35%. Streamflow recession indexes, in days/log cycle, are used to account for effects of geology of the drainage basin on low flow of streams. The indexes in Tennessee range from 32 days/log cycle for clay and shale to 350 days/log cycle for gravel and sand, indicating different aquifer characteristics of the geologic units that sustain streamflows during periods of no surface runoff. Streamflow recession rate depends primarily on transmissivity and storage characteristics of the aquifers, and the average distance from stream channels to basin divides. Geology and drainage basin size are the most significant variables affecting low flow in Tennessee streams according to regression analyses. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854191","usgsCitation":"Bingham, R., 1986, Regionalization of low-flow characteristics of Tennessee streams: U.S. Geological Survey Water-Resources Investigations Report 85-4191, iv, 63 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854191.","productDescription":"iv, 63 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2110,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri85-4191","linkFileType":{"id":5,"text":"html"}},{"id":158058,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":55010,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4191/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55011,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4191/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c41f","contributors":{"authors":[{"text":"Bingham, R.H.","contributorId":37301,"corporation":false,"usgs":true,"family":"Bingham","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":195998,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26216,"text":"wri864007 - 1986 - Regionalization of winter low-flow characteristics of Tennessee streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri864007","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":"86-4007","title":"Regionalization of winter low-flow characteristics of Tennessee streams","docAbstract":"Procedures were developed for estimating winter (December-April) low flows at ungaged stream sites in Tennessee based on surface geology and drainage area size. One set of equations applies to West Tennessee streams, and another set applies to Middle and East Tennessee streams. The equations do not apply to streams where flow is significantly altered by the activities of man. Standard errors of estimate of equations for West Tennessee are 22% - 35% and for middle and East Tennessee 31% - 36%. Statistical analyses indicate that summer low-flow characteristics are the same as annual low-flow characteristics, and that winter low flows are larger than annual low flows. Streamflow-recession indexes, in days per log cycle of decrease in discharge, were used to account for effects of geology on low flow of streams. The indexes in Tennessee range from 32 days/log cycle for clay and shale to 350 days/log cycle for gravel and sand, indicating different aquifer characteristics of the geologic units that contribute to streamflows during periods of no surface runoff. Streamflow-recession rate depends primarily on transmissivity and storage characteristics of the aquifers, and the average distance from stream channels to basin divides. Geology and drainage basin size are the most significant variables affecting low flow in Tennessee streams according to regression analyses. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864007","usgsCitation":"Bingham, R., 1986, Regionalization of winter low-flow characteristics of Tennessee streams: U.S. Geological Survey Water-Resources Investigations Report 86-4007, v, 88 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864007.","productDescription":"v, 88 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4007/report-thumb.jpg"},{"id":55012,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4007/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55013,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4007/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55014,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602d47","contributors":{"authors":[{"text":"Bingham, R.H.","contributorId":37301,"corporation":false,"usgs":true,"family":"Bingham","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":195999,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":41181,"text":"ofr86408W - 1986 - Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:11:06","indexId":"ofr86408W","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-408","chapter":"W","title":"Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1986","language":"ENGLISH","doi":"10.3133/ofr86408W","usgsCitation":"Schiner, G.R., 1986, Potentiometric surface of the upper Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1986: U.S. Geological Survey Open-File Report 86-408, 1 map :photocopy ;102 x 63 cm., on sheet 116 x 73 cm., https://doi.org/10.3133/ofr86408W.","productDescription":"1 map :photocopy ;102 x 63 cm., on sheet 116 x 73 cm.","costCenters":[],"links":[{"id":168765,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79013,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0408w/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682afe","contributors":{"authors":[{"text":"Schiner, George R.","contributorId":22743,"corporation":false,"usgs":true,"family":"Schiner","given":"George","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":224616,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30112,"text":"wri854207 - 1986 - Simulation analysis of water-level changes in the Navajo sandstone due to changes in the altitude of Lake Powell near Wahweap Bay, Utah and Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854207","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":"85-4207","title":"Simulation analysis of water-level changes in the Navajo sandstone due to changes in the altitude of Lake Powell near Wahweap Bay, Utah and Arizona","docAbstract":"A two-dimensional, finite difference, digital computer model was used to simulate various concepts of groundwater flow near Wahweap Bay, Lake Powell. The filling of Lake Powell started in March 1963; and by 1983 the lake had risen almost 550 ft. This resulted in a maximum observed water level rise of 395 ft in a well in the Navajo Sandstone 1 mi from the lake. A steady-state model was prepared with subsurface recharge rates of 5,720 acre-ft/yr, 10,440 acre-ft/yr, and 14,820 acre-ft/yr, resulting in a range of hydraulic conductivity of 0.25 to 3.38 ft/da. Comparing measured and simulated water level changes resulted in a range of specific yield of 0.02 to 0.15. Using larger values for hydraulic conductivity in the model area corresponding to the axis of the Wahweap syncline and the Echo monocline was instrumental in attaining a reasonable match for the water level distribution. This supports previous concepts that areas where rocks are structurally deformed more readily transmit groundwater because of the higher degree of fracturing. Using the most likely simulation of the flow system, groundwater storage in the Navajo increased by about 25,000 acre ft/mi of shoreline form 1963-83, but the flow system will require about 400 yr to reach a state of equilibrium. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854207","usgsCitation":"Thomas, B.E., 1986, Simulation analysis of water-level changes in the Navajo sandstone due to changes in the altitude of Lake Powell near Wahweap Bay, Utah and Arizona: U.S. Geological Survey Water-Resources Investigations Report 85-4207, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854207.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160076,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4207/report-thumb.jpg"},{"id":58927,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f3da4","contributors":{"authors":[{"text":"Thomas, B. E.","contributorId":90767,"corporation":false,"usgs":true,"family":"Thomas","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202696,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":50773,"text":"ofr86499 - 1986 - Publications of the U.S. Geological Survey, Water Resources Division, for Puerto Rico and the U.S. Virgin Islands, 1946-1986","interactions":[],"lastModifiedDate":"2012-02-02T00:11:35","indexId":"ofr86499","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-499","title":"Publications of the U.S. Geological Survey, Water Resources Division, for Puerto Rico and the U.S. Virgin Islands, 1946-1986","language":"ENGLISH","doi":"10.3133/ofr86499","usgsCitation":"Quinones, F., and Garcia, C., 1986, Publications of the U.S. Geological Survey, Water Resources Division, for Puerto Rico and the U.S. Virgin Islands, 1946-1986: U.S. Geological Survey Open-File Report 86-499, 27 p., https://doi.org/10.3133/ofr86499.","productDescription":"27 p.","costCenters":[],"links":[{"id":177605,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db655f26","contributors":{"authors":[{"text":"Quinones, Ferdinand","contributorId":44138,"corporation":false,"usgs":true,"family":"Quinones","given":"Ferdinand","email":"","affiliations":[],"preferred":false,"id":242275,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Garcia, Carmen","contributorId":79168,"corporation":false,"usgs":true,"family":"Garcia","given":"Carmen","affiliations":[],"preferred":false,"id":242276,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":40037,"text":"ofr85648A - 1986 - Data on ground-water quality for the Millett 1° x 2° quadrangle, central Nevada","interactions":[],"lastModifiedDate":"2022-10-17T15:29:52.336415","indexId":"ofr85648A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-648","chapter":"A","title":"Data on ground-water quality for the Millett 1° x 2° quadrangle, central Nevada","docAbstract":"<p>Water quality data for groundwater were compiled for the Millett 1° x 2° quadrangle which covers a portion of central Nevada. Chemical characteristics of the water are shown on a map (at a scale of 1:250,000) and on trilinear diagrams for the major ions. The data for the area are also presented in a table. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85648A","usgsCitation":"Welch, A., and Williams, R.P., 1986, Data on ground-water quality for the Millett 1° x 2° quadrangle, central Nevada: U.S. Geological Survey Open-File Report 85-648, 2 Plates: 43.50 × 30.65 inches and 32.33 × 18.90 inches, https://doi.org/10.3133/ofr85648A.","productDescription":"2 Plates: 43.50 × 30.65 inches and 32.33 × 18.90 inches","costCenters":[],"links":[{"id":169838,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":391947,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16871.htm"},{"id":67965,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0648a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67964,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0648a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Nevada","otherGeospatial":"Millett 1° x 2° quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -118,\n              39\n            ],\n            [\n              -116,\n              39\n            ],\n            [\n              -116,\n              40\n            ],\n            [\n              -118,\n              40\n            ],\n            [\n              -118,\n              39\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db62787d","contributors":{"authors":[{"text":"Welch, Alan H.","contributorId":45286,"corporation":false,"usgs":true,"family":"Welch","given":"Alan H.","affiliations":[],"preferred":false,"id":222900,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":222901,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}