{"pageNumber":"521","pageRowStart":"13000","pageSize":"25","recordCount":16501,"records":[{"id":8958,"text":"ofr83858 - 1985 - Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, 1980-81","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr83858","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"83-858","title":"Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, 1980-81","docAbstract":"Two years (water yr 1980 and 1981) of data collected by the U.S. Geological Survey for the U.S. Department of Energy, Naval Petroleum and Oil Shale Reserves, in the Parachute Creek drainage basin of northwestern Colorado are tabulated. Data were obtained from five surface water gages, two automatic sediment samplers, and two water quality monitors. Climate data include maximum, minimum, and average temperature and relative humidity, average wind speed and wind direction, and total daily solar radiation. Daily total precipitation is reported for three stations, and snow-course data reported for one site. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83858","usgsCitation":"Galyean, K., Adams, D.B., and Collins, D., 1985, Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, 1980-81: U.S. Geological Survey Open-File Report 83-858, iv, 82 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83858.","productDescription":"iv, 82 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":141185,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0858/report-thumb.jpg"},{"id":36581,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0858/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607800","contributors":{"authors":[{"text":"Galyean, K.C.","contributorId":69140,"corporation":false,"usgs":true,"family":"Galyean","given":"K.C.","affiliations":[],"preferred":false,"id":158623,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adams, D. B.","contributorId":59030,"corporation":false,"usgs":true,"family":"Adams","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":158622,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Collins, D.L.","contributorId":87936,"corporation":false,"usgs":true,"family":"Collins","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":158624,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30143,"text":"wri844272 - 1985 - Geohydrology of test well USW H-3, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri844272","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4272","title":"Geohydrology of test well USW H-3, Yucca Mountain, Nye County, Nevada","docAbstract":"Test well USW H-3 is one of several wells drilled in the southwestern part of the Nevada Test Site for hydraulic testing, hydrologic monitoring, and geophysical logging. The work was performed in cooperation with the U.S. Department of Energy. The rocks penetrated by the well to a total depth of 1,219 meters were volcanic tuffs of Tertiary age. The most transmissive zone in this well is in the upper part of the Tram Member of the Crater Flat Tuff that was penetrated at a depth from 809 to 841 meters; transmissivity is about 7 x 10 -1 meter squared per day. The remainder of the rocks penetrated between the depths of 841 to 1,219 meters have a transmissivity of about 4 x 10 -1 meter squared per day and are predominatly in the Tram Member of the Crater Flat Tuff and the Lithic Ridge Tuff in the depths from 841 to 1,219 meters. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844272","usgsCitation":"Thordarson, W., Rush, F., and Waddell, S.J., 1985, Geohydrology of test well USW H-3, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4272, vi, 44 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844272.","productDescription":"vi, 44 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121462,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4272/report-thumb.jpg"},{"id":58955,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a00","contributors":{"authors":[{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":202755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rush, F. E.","contributorId":56234,"corporation":false,"usgs":true,"family":"Rush","given":"F. E.","affiliations":[],"preferred":false,"id":202757,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Waddell, S. J.","contributorId":29839,"corporation":false,"usgs":true,"family":"Waddell","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202756,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9950,"text":"ofr8592 - 1985 - Digitized hydrologic units for the United States at a scale of 1:2,500,000","interactions":[],"lastModifiedDate":"2012-02-02T00:06:19","indexId":"ofr8592","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-92","title":"Digitized hydrologic units for the United States at a scale of 1:2,500,000","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8592","usgsCitation":"Lanfear, K., and Schornick, J., 1985, Digitized hydrologic units for the United States at a scale of 1:2,500,000: U.S. Geological Survey Open-File Report 85-92, 11 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8592.","productDescription":"11 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":142379,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0092/report-thumb.jpg"},{"id":37724,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0092/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64acb9","contributors":{"authors":[{"text":"Lanfear, K.J.","contributorId":14392,"corporation":false,"usgs":true,"family":"Lanfear","given":"K.J.","affiliations":[],"preferred":false,"id":160558,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schornick, J.C.","contributorId":49790,"corporation":false,"usgs":true,"family":"Schornick","given":"J.C.","affiliations":[],"preferred":false,"id":160559,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29925,"text":"wri854257 - 1985 - Estimate of self-supplied domestic water use in Nebraska during 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4257","title":"Estimate of self-supplied domestic water use in Nebraska during 1980","docAbstract":"No data base of actual measurements exists for self-supplied, domestic water use in Nebraska, because Nebraska laws do not require drilling permits, well registration, or reporting of volumes withdrawn from domestic wells. Self-supplied, domestic water use of 31,280 acre-ft in Nebraska during 1980 was computed from estimates of gal/day/capita use for each county. This represents an average of 95 gal/day/capita. During 1980, county use volumes ranged from 30 acre-ft in Hooker and Pawnee Counties to 1,380 acre-ft in Douglas County, and Hydrologic Unit use volumes ranged from < 5 acre-ft to 2,270 acre-ft. Natural Resources Districts ' (NRD) use volumes ranged from 360 acre-ft in Middle Niobrara NRD to 3,530 acre-feet in the Lower Elkhorn NRD for the same period. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854257","usgsCitation":"Steele, E., 1985, Estimate of self-supplied domestic water use in Nebraska during 1980: U.S. Geological Survey Water-Resources Investigations Report 85-4257, iv, 28 p. :maps ;28 cm., https://doi.org/10.3133/wri854257.","productDescription":"iv, 28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119344,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4257/report-thumb.jpg"},{"id":58744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4257/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd98","contributors":{"authors":[{"text":"Steele, E.K.","contributorId":15666,"corporation":false,"usgs":true,"family":"Steele","given":"E.K.","email":"","affiliations":[],"preferred":false,"id":202367,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10026,"text":"ofr85170 - 1985 - Hydrogeologic data related to the potential for stock-water development on federally owned rangeland near Dillon, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr85170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-170","title":"Hydrogeologic data related to the potential for stock-water development on federally owned rangeland near Dillon, Montana","docAbstract":"Existing hydrogeologic data and information were synthesized for 20 sites on federally owned rangeland near Dillon, Montana. The purpose was to assist the U.S. Bureau of Land Management in evaluating the potential for developing additional stock-water supplies. Hydrologic and geologic conditions at most of the sites were verified by onsite inspection during the summer of 1984. Each site is described in terms of location, altitude of land surface, inferred aquifer(s), estimated depth to water, estimated drilling depth, estimated yield, estimated dissolved-solids concentration, hydrogeologic setting, and development. A plate shows the location of wells and springs, dissolved-solids concentrations and chemical-constituent diagrams for water samples, ownership status for selected rangeland areas near Dillon. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85170","usgsCitation":"Levings, J.F., 1985, Hydrogeologic data related to the potential for stock-water development on federally owned rangeland near Dillon, Montana: U.S. Geological Survey Open-File Report 85-170, iii, 25 p. :map ;28 cm., https://doi.org/10.3133/ofr85170.","productDescription":"iii, 25 p. :map ;28 cm.","costCenters":[],"links":[{"id":143880,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0170/report-thumb.jpg"},{"id":37866,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0170/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37867,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0170/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db628764","contributors":{"authors":[{"text":"Levings, J. F.","contributorId":94675,"corporation":false,"usgs":true,"family":"Levings","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":160693,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29768,"text":"wri854247 - 1985 - Water resources and hydrologic hazards of the Exit Glacier area near Seward, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri854247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4247","title":"Water resources and hydrologic hazards of the Exit Glacier area near Seward, Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854247","usgsCitation":"Sloan, C.E., 1985, Water resources and hydrologic hazards of the Exit Glacier area near Seward, Alaska: U.S. Geological Survey Water-Resources Investigations Report 85-4247, iii, 8 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854247.","productDescription":"iii, 8 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159706,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4247/report-thumb.jpg"},{"id":58567,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f8894","contributors":{"authors":[{"text":"Sloan, C. E.","contributorId":59037,"corporation":false,"usgs":true,"family":"Sloan","given":"C.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202090,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10052,"text":"ofr85163 - 1985 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981","interactions":[],"lastModifiedDate":"2017-06-14T11:17:49","indexId":"ofr85163","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-163","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981","docAbstract":"<p>Hydro! oqic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas-Fort Worth and San Antonio areas.</p>\n<p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydro!ogic analyses, the magnitude and frequency of flood peaks and flood volumes.</li>\n<li>To determine the effect of urban development on flood peaks and volumes.</li>\n<li>To ascertain the variation in water quality for different flow conditions and different seasons.</li>\n</ol>\n<p>This report, the eighteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents hydro!ogic data collected in the Houston urban area for the 1981 water year (October 1, 1980 to September 30, 1981).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr85163","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., 1985, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981: U.S. Geological Survey Open-File Report 85-163, viii, 296 p., https://doi.org/10.3133/ofr85163.","productDescription":"viii, 296 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":37901,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0163/report.pdf","text":"Report","size":"5.56 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,{"id":2128,"text":"wsp2259 - 1985 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","interactions":[{"subject":{"id":19845,"text":"ofr8467 - 1984 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","indexId":"ofr8467","publicationYear":"1984","noYear":false,"title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2128,"text":"wsp2259 - 1985 - The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","indexId":"wsp2259","publicationYear":"1985","noYear":false,"title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah"},"id":1}],"lastModifiedDate":"2017-08-31T17:07:40","indexId":"wsp2259","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2259","title":"The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah","docAbstract":"<p>The ground-water system was studied in the Trail Mountain area in order to provide hydrologic information needed to assess the hydrologic effects of underground coal mining. Well testing and spring data indicate that water occurs in several aquifers. The coal-bearing Blackhawk-Star Point aquifer is regional in nature and is the source of most water in underground mines in the region. One or more perched aquifers overlie the Blackhawk-Star Point aquifer in most areas of Trail Mountain.</p><p>Aquifer tests indicate that the transmissivity of the Blackhawk-Star Point aquifer, which consists mainly of sandstone, siltstone, and shale, ranges from about 20 to 200 feet squared per day in most areas of Trail Mountain. The specific yield of the aquifer was estimated at 0.05, and the storage coefficient is about IxlO\"6 per foot of aquifer where confined.</p><p>The main sources of recharge to the multiaquifer system are snowmelt and rain, and water is discharged mainly by springs and by leakage along streams. Springs that issue from perched aquifers are sources of water for livestock and wildlife on Trail Mountain.</p><p>Water in all aquifers is suitable for most uses. Dissolved solids concentrations range from about 250 to 700 milligrams per liter, and the predominant dissolved constituents generally are calcium, magnesium, and bicarbonate.</p><p> Future underground coal mines will require dewatering when they penetrate the Blackhawk-Star Point aquifer. A finitedifference, three-dimensional computer model was used to estimate the inflow of water to various lengths and widths of a hypothetical dewatered mine and to estimate drawdowns of potentiometric surfaces in the partly dewatered aquifer. The estimates were made for a range of aquifer properties and premining hydraulic gradients that were similar to those on Trail Mountain. The computer simulations indicate that mine inflows could be several hundred gallons per minute and that potentiometric surfaces of the partly dewatered aquifer could be drawn down by several hundred feet during a reasonable life span of a mine. Because the Blackhawk-Star Point aquifer is separated from overlying perched aquifers by an unsaturated zone, mine dewatering alone would not affect perched aquifers. Mine dewatering would not significantly change water quality in the Blackhawk-Star Point aquifer. </p><p>Subsidence will occur above future underground mines, but the effects on the ground-water system cannot be quantified. Subsidence fractures possibly could extend from the roof of a mine into a perched aquifer several hundred feet above. Such fractures would increase down ward percolation of water through the perching bed, and spring discharge from the perched aquifer could decrease. Flow through subsidence fractures also could increase recharge to the Blackhawk-Star Point aquifer and increase inflows to underground mines.  </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2259","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Lines, G.C., 1985, The ground-water system and possible effects of underground coal mining in the Trail Mountain area, central Utah: U.S. Geological Survey Water Supply Paper 2259, v, 32 p., https://doi.org/10.3133/wsp2259.","productDescription":"v, 32 p.","numberOfPages":"38","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":27728,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2259/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138279,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2259/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Trail Mountain","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db612291","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144711,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29469,"text":"wri854239 - 1985 - Hydrology of the alluvial, buried channel, basal Pleistocene and Dakota aquifers in west-central Iowa","interactions":[],"lastModifiedDate":"2017-05-19T18:23:07","indexId":"wri854239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4239","title":"Hydrology of the alluvial, buried channel, basal Pleistocene and Dakota aquifers in west-central Iowa","docAbstract":"<p>A ground-water resources investigation in west-central Iowa indicates that water is available from alluvial, buried channel, basal Pleistocene, and Dakota aquifers. The west-central Iowa area includes Audubon, Carrol1, Crawford, Greene, Guthrie, Harrison, Monona, and Shelby Counties.</p>\n<p>Nine alluvial aquifers consisting of sand and gravel are in the valleys of the Little Sioux, Maple, Soldier, Boyer, West Nishnabotna, East Nishnabotna, South Raccoon, Middle Raccoon, and North Raccoon Rivers. These aquifers contain about 870,000 acre-feet of water that is potentially available to wells. Potential well yields generally are less than 50 gallons per minute. The water generally is very hard (greater than 180 milligrams per liter hardness as calcium carbonate), is a calcium bicarbonate type, and has an average dissolved-solids concentration of less than 600 milligrams per liter.</p>\n<p>Seven buried channel aquifers Anthon, Denison, Fremont, Hardin Creek, Adaza, Beaver, and Bagley consisting of sand and gravel, underlie about 594 square miles in west-central Iowa and contain about 65,000 acre-feet of water potentially available to wells. Potential well yields of as much as 1,000 gallons per minute are possible in a few of the deeper and thicker parts of some of the buried channel aquifers, but well yields of 10 to 100 gallons per minute are more common. Water generally is very hard, is a calcium bicarbonate type, and has an average dissolved-solids concentration of 400 to 800 milligrams per liter in the shallow buried channel aquifers in Carrol1, Greene, and Guthrie Counties. In the deep buried channel aquifer in Audubon, Crawford, Harrison, Monona, and Shelby counties, the water generally is very hard, is a sodium sulfate or calcium sulfate type, and has an average dissolved-solids concentrations of 3,000 milligrams per liter.</p>\n<p>The basal Pleistocene aquifer is at the base of the Pleistocene deposits on many bedrock ridges and consists of sand and gravel. Estimated well yields of as much as 500 gallons per minute can be obtained from the aquifer; however, 5 to 50 gallons per minute are more common. Water from the basal Pleistocene aquifer generally is very hard, is a calcium bicarbonate or calcium sulfate type, and has an average dissolved-solids concentration of 1,000 milligrams per liter.</p>\n<p>The Dakota aquifer consists of the saturated sandstone and gravel units in the Dakota Formation. Isolated erosional remnants of the Dakota Formation form the caps of many bedrock ridges. The Dakota Formation is thickest where the bedrock surface is relatively high and flat, forming an ancient, buried, surface-water divide between southwest and southeast trending buried drainages in Audubon, Carroll, and Guthrie Counties. Sandstone thickness of as much as 150 feet exists in Guthrie County, but an average thickness of 30 feet is more common. Water from wells less than 200 feet deep generally is a calcium bicarbonate type and has an average dissolved-solids concentration of 650 milligrams per liter. Water from wells more than 200 feet deep generally is a calcium sulfate or sodium bicarbonate type and has an average dissolved-solids concentrations of 2,200 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri854239","collaboration":"Prepared in cooperation with Geological Survey Bureau, Iowa Department of Natural Resources, and University of Iowa Hygienic Laboratory","usgsCitation":"Runkle, D., 1985, Hydrology of the alluvial, buried channel, basal Pleistocene and Dakota aquifers in west-central Iowa: U.S. Geological Survey Water-Resources Investigations Report 85-4239, ix, 111 p.: ill., maps; 28 cm., https://doi.org/10.3133/wri854239.","productDescription":"ix, 111 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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States","state":"Iowa","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-94.7014,41.5032],[-94.8192,41.5034],[-94.9289,41.5036],[-95.0418,41.5037],[-95.1558,41.5041],[-95.2711,41.5048],[-95.3858,41.5045],[-95.4968,41.5051],[-95.4987,41.5051],[-95.614,41.5051],[-95.7281,41.5054],[-95.8416,41.5056],[-95.9569,41.5058],[-95.9845,41.5057],[-95.9931,41.5056],[-95.9908,41.5071],[-95.9888,41.5107],[-95.9873,41.5152],[-95.9888,41.5207],[-95.9907,41.5255],[-95.9938,41.5313],[-95.9966,41.5372],[-96.0005,41.5415],[-96.0067,41.5457],[-96.0117,41.5469],[-96.0197,41.5463],[-96.0257,41.5435],[-96.0277,41.5396],[-96.0297,41.5348],[-96.0301,41.5302],[-96.0306,41.5275],[-96.0335,41.5233],[-96.0367,41.5204],[-96.0401,41.5182],[-96.0487,41.5175],[-96.0529,41.5172],[-96.0571,41.5178],[-96.0628,41.5194],[-96.0635,41.5196],[-96.0662,41.5204],[-96.0717,41.5205],[-96.0764,41.522],[-96.0815,41.5251],[-96.0853,41.5287],[-96.0911,41.5358],[-96.0934,41.5398],[-96.0955,41.5449],[-96.0953,41.5485],[-96.0941,41.553],[-96.0931,41.5567],[-96.091,41.5602],[-96.0878,41.5627],[-96.0842,41.5664],[-96.0813,41.5681],[-96.0776,41.5697],[-96.0758,41.5711],[-96.074,41.5734],[-96.0748,41.5756],[-96.077,41.5802],[-96.0806,41.5837],[-96.0899,41.5876],[-96.1003,41.5923],[-96.1049,41.5946],[-96.1103,41.5989],[-96.1132,41.6026],[-96.1148,41.6063],[-96.1153,41.61],[-96.1124,41.6144],[-96.1092,41.6193],[-96.1042,41.6245],[-96.1006,41.6273],[-96.0981,41.6313],[-96.096,41.6357],[-96.0937,41.6402],[-96.093,41.6461],[-96.0939,41.6511],[-96.0961,41.6556],[-96.1001,41.6609],[-96.1057,41.6649],[-96.1107,41.6698],[-96.1152,41.6738],[-96.1184,41.6778],[-96.1193,41.6819],[-96.1199,41.6837],[-96.1189,41.6906],[-96.1178,41.6933],[-96.1173,41.6954],[-96.1137,41.6979],[-96.1093,41.6999],[-96.1059,41.7006],[-96.101,41.7],[-96.0959,41.6996],[-96.0898,41.7002],[-96.0844,41.6999],[-96.0788,41.7006],[-96.075,41.7014],[-96.0726,41.7033],[-96.0715,41.706],[-96.0717,41.7101],[-96.0731,41.7146],[-96.0769,41.7177],[-96.0802,41.7202],[-96.085,41.7221],[-96.0923,41.7242],[-96.0956,41.7255],[-96.1001,41.7281],[-96.103,41.7314],[-96.1033,41.7359],[-96.1029,41.7404],[-96.1012,41.7445],[-96.0977,41.7494],[-96.093,41.7547],[-96.0877,41.7611],[-96.0806,41.7699],[-96.0713,41.7804],[-96.0679,41.7857],[-96.0664,41.7911],[-96.0661,41.7966],[-96.0676,41.8006],[-96.0724,41.805],[-96.0752,41.8068],[-96.079,41.8079],[-96.0833,41.8084],[-96.0876,41.8097],[-96.0912,41.8105],[-96.0939,41.8119],[-96.0983,41.8148],[-96.1027,41.8176],[-96.1053,41.8203],[-96.1072,41.823],[-96.1094,41.8261],[-96.11,41.8302],[-96.1089,41.8356],[-96.1079,41.8402],[-96.1078,41.8438],[-96.1094,41.8484],[-96.1111,41.8516],[-96.1133,41.8537],[-96.1183,41.8563],[-96.1236,41.8588],[-96.1296,41.8616],[-96.135,41.8646],[-96.1365,41.8657],[-96.1397,41.8682],[-96.143,41.8736],[-96.1451,41.8781],[-96.1452,41.8821],[-96.1462,41.8863],[-96.148,41.8898],[-96.1531,41.8951],[-96.1563,41.8987],[-96.1595,41.9023],[-96.1597,41.9055],[-96.1598,41.908],[-96.1579,41.9098],[-96.1556,41.911],[-96.1516,41.9119],[-96.1476,41.913],[-96.144,41.9153],[-96.1408,41.9175],[-96.1381,41.9206],[-96.1367,41.9246],[-96.1364,41.9287],[-96.1381,41.9319],[-96.1398,41.9359],[-96.1413,41.9408],[-96.1426,41.9444],[-96.1421,41.9476],[-96.1414,41.9511],[-96.1399,41.9547],[-96.137,41.9582],[-96.1346,41.9614],[-96.133,41.9664],[-96.1335,41.97],[-96.1382,41.9745],[-96.143,41.9771],[-96.1476,41.9775],[-96.1528,41.9787],[-96.1578,41.9789],[-96.1627,41.9786],[-96.1671,41.9778],[-96.1714,41.9779],[-96.1748,41.9783],[-96.1781,41.9804],[-96.1811,41.9823],[-96.1831,41.9854],[-96.185,41.9897],[-96.1848,41.9929],[-96.1847,41.9963],[-96.185,42.0001],[-96.1851,42.0044],[-96.1857,42.0055],[-96.1877,42.0063],[-96.192,42.0087],[-96.2057,42.0094],[-96.215,42.0069],[-96.2246,41.9945],[-96.2367,41.9961],[-96.2413,42.0009],[-96.2416,42.0037],[-96.238,42.0128],[-96.2283,42.0174],[-96.2225,42.0233],[-96.2217,42.025],[-96.2212,42.0282],[-96.2232,42.0309],[-96.224,42.034],[-96.2312,42.0378],[-96.2332,42.0384],[-96.2383,42.0411],[-96.2578,42.0384],[-96.2698,42.0429],[-96.272,42.0461],[-96.2728,42.0474],[-96.2742,42.0502],[-96.2777,42.0586],[-96.279,42.0685],[-96.2771,42.0804],[-96.2693,42.092],[-96.2661,42.1031],[-96.2686,42.1149],[-96.2753,42.1199],[-96.2766,42.1221],[-96.2863,42.126],[-96.3055,42.1298],[-96.3126,42.1362],[-96.3152,42.1411],[-96.3179,42.1472],[-96.3259,42.1532],[-96.3403,42.1595],[-96.3474,42.1669],[-96.3482,42.1702],[-96.3488,42.1709],[-96.3502,42.174],[-96.3513,42.1777],[-96.3511,42.1799],[-96.3512,42.184],[-96.3506,42.1863],[-96.3507,42.189],[-96.3508,42.1908],[-96.3505,42.1931],[-96.3509,42.1958],[-96.3538,42.2021],[-96.3564,42.2062],[-96.3578,42.2093],[-96.3585,42.212],[-96.358,42.2147],[-96.3128,42.2148],[-96.2539,42.2147],[-96.138,42.214],[-96.0214,42.2122],[-95.9849,42.212],[-95.9055,42.2108],[-95.7872,42.2102],[-95.6701,42.2099],[-95.5554,42.2095],[-95.4396,42.2095],[-95.323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D. L.","contributorId":57081,"corporation":false,"usgs":true,"family":"Runkle","given":"D. L.","affiliations":[],"preferred":false,"id":201571,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29320,"text":"wri834210 - 1985 - Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York; part 3: Development and application of southern Nassau County model","interactions":[],"lastModifiedDate":"2022-01-04T21:31:14.384008","indexId":"wri834210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"83-4210","title":"Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York; part 3: Development and application of southern Nassau County model","docAbstract":"<p>By 1990, sanitary sewers in Nassau County Sewage Disposal Districts 2 and 3 and Suffolk County Southwest Sewer District will discharge to the ocean 140 cu ft of water per second that would otherwise be returned to the groundwater system through septic tanks and similar systems. To evaluate the effects of this loss on groundwater levels and streamflow, the U.S. Geological Survey developed a groundwater flow model that couples a fine-scale subregional model to a regional model of a larger scale. The regional model generates flux boundary conditions for the subregional model, and the subregional model provides detail in the area of concern. Results indicate that the water table will decline by as much as 90% from conditions in the early 1970's. This report is one of a three-part series describing the predicted hydrologic effects of sewers in southern Nassau and southwestern Suffolk Counties.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834210","usgsCitation":"Reilly, T.E., and Buxton, H., 1985, Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York; part 3: Development and application of southern Nassau County model: U.S. Geological Survey Water-Resources Investigations Report 83-4210, vi, 41 p., https://doi.org/10.3133/wri834210.","productDescription":"vi, 41 p.","costCenters":[],"links":[{"id":393885,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35853.htm"},{"id":58161,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4210/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4210/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Nassau County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.74435424804688,\n              40.58997103470645\n            ],\n            [\n              -73.42300415039062,\n              40.58997103470645\n            ],\n            [\n              -73.42300415039062,\n              40.77950154452172\n            ],\n            [\n              -73.74435424804688,\n              40.77950154452172\n            ],\n            [\n              -73.74435424804688,\n              40.58997103470645\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610f06","contributors":{"authors":[{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":201343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buxton, H. T.","contributorId":67873,"corporation":false,"usgs":true,"family":"Buxton","given":"H. T.","affiliations":[],"preferred":false,"id":201342,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29198,"text":"wri854220 - 1985 - Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri854220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4220","title":"Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California","docAbstract":"Analyses were made for dissolved constituents including selenium (Se) in waters associated with subsurface agricultural drainage from the western San Joaquin Valley of California. In the vicinity of Kesterson National Wildlife Refuge and the Grassland wetlands area Se was found to be mobilized in water. As a consequence of this mobility and bioaccumulation in the aquatic food chain, Se occurred in waterfowl at levels toxic enough to cause deformities and deaths. Se concentrations in sumps that collect subsurface agricultural drainage water and inflows to drains sampled, ultimately leading into Kesterson National Wildlife Refuge and the Grassland, ranged from 84 to 4200 microgram/L (ug/L) Se. Levels of Se were reduced in the San Luis Drain flowing into Kesterson National Wildlife Refute to approximately 300 ug/L Se and in three of the drains sampled flowing into the Grassland to approximately 50 ug/L Se. Serious effects on water fowl habitat were caused by both these levels. Se contents of algal mats and salt crusts from evaporation ponds of the San Luis Drain contained up to parts per million Se. Total ecosystem assessment of Se may be necessary for the evaluation of the toxicity of Se to the environment. No other trace element reported exceeded the various criteria for water at the level of magnitude of Se. Other dissolved constituents and the isotopic ratios of oxygen and hydrogen were analyzed to elucidate water types, reaction states of the aqueous solution with respect to minerals, and the origin of mixed waters. These data will be used later to evaluate the geologic source of Se. Methods used for collection and analysis are described and documented. Hydrologic effects were found to be complex. Preliminary indications from wells are also given. A historical sequence is adhered to and other data from the study area which serve as a guide to the toxicity of Se are included. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854220","usgsCitation":"Presser, T.S., and Barnes, I., 1985, Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California: U.S. Geological Survey Water-Resources Investigations Report 85-4220, vi, 73 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854220.","productDescription":"vi, 73 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4220/report-thumb.jpg"},{"id":58059,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a281","contributors":{"authors":[{"text":"Presser, T. S.","contributorId":93875,"corporation":false,"usgs":true,"family":"Presser","given":"T.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":201130,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":201129,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29066,"text":"wri854256 - 1985 - Hydrology and its effects on distribution of vegetation in Congaree Swamp National Monument, South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:52:47","indexId":"wri854256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4256","title":"Hydrology and its effects on distribution of vegetation in Congaree Swamp National Monument, South Carolina","docAbstract":"<p>Congaree Swamp National Monument preserves a large stand of old-growth southern bottomland hardwood forest on the flood plain of the Congaree River. The distribution of vegetation types in the Monument is controlled by duration of saturated soil conditions during the growing season, which is related to duration of inundation by the flooding river. During dry periods upland streams fed by seepage from shallow and deep aquifers supply water to the flood plain, and the potentiometric gradient in the flood plain slopes toward the river. During floods river water flows into the flood plain through breaches in the natural levee, inundating as much as 90 percent of the Monument an average of once per year. During floods the potentiometric gradient briefly slopes away from the river. The frequency of large floods has decreased slightly since completion of Lake Murray Dam in 1929.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Columbia, SC","doi":"10.3133/wri854256","usgsCitation":"Patterson, G.G., Speiran, G.K., and Whetstone, B.H., 1985, Hydrology and its effects on distribution of vegetation in Congaree Swamp National Monument, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4256, vi, 31 p., https://doi.org/10.3133/wri854256.","productDescription":"vi, 31 p.","numberOfPages":"40","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":159564,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri854256.jpg"},{"id":330783,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4256/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","otherGeospatial":"Congaree River, Congaree Swamp National Monument","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.10931396484374,\n              33.7437547178534\n            ],\n            [\n              -81.10931396484374,\n              34.01510358992116\n            ],\n            [\n              -80.63552856445312,\n              34.01510358992116\n            ],\n            [\n              -80.63552856445312,\n              33.7437547178534\n            ],\n            [\n              -81.10931396484374,\n              33.7437547178534\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e891","contributors":{"authors":[{"text":"Patterson, Glenn G.","contributorId":9653,"corporation":false,"usgs":true,"family":"Patterson","given":"Glenn","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200891,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Speiran, Gary K. 0000-0002-6505-1170 gspeiran@usgs.gov","orcid":"https://orcid.org/0000-0002-6505-1170","contributorId":3233,"corporation":false,"usgs":true,"family":"Speiran","given":"Gary","email":"gspeiran@usgs.gov","middleInitial":"K.","affiliations":[{"id":614,"text":"Virginia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":200892,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Whetstone, Benjamin H.","contributorId":68840,"corporation":false,"usgs":true,"family":"Whetstone","given":"Benjamin","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":200893,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2303,"text":"wsp2261 - 1985 - Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","interactions":[{"subject":{"id":10315,"text":"ofr83536 - 1983 - Subsurface storage of freshwater in South Florida; a digital analysis of recoverability","indexId":"ofr83536","publicationYear":"1983","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital analysis of recoverability"},"predicate":"SUPERSEDED_BY","object":{"id":2303,"text":"wsp2261 - 1985 - Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","indexId":"wsp2261","publicationYear":"1985","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2261","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2261","title":"Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","docAbstract":"As part of a study of the feasibility of recovering freshwater injected and stored underground in south Florida, a digital solute-transport model was used to investigate the relation of recovery efficiency to the variety of hydrogeologic conditions that could prevail in brackish artesian aquifers and to a variety of management alternatives. The analyses employed a modeling approach in which the control for sensitivity testing was a hypothetical aquifer considered representative of permeable zones in south Florida that might be used for storage of freshwater. Parameter variations in the tests represented possible variations in aquifer conditions in the area. The applicability of the analyses to south Florida limestone aquifers required the assumption that flow nonuniformities in those aquifers are small on the scale of volumes of water likely to be injected, and that their effect could be represented as hydrodynamic dispersion. \r\n\r\nGenerally, it was shown that a loss of recovery efficiency is caused by (1) processes causing mixing of injected freshwater with native saline water (hydrodynamic dispersion), (2) processes causing the more or less irreversible displacement of the injected freshwater with respect to the well (buoyancy stratification, background hydraulic gradients, and interlayer dispersion), or (3) processes causing injection and withdrawal flow patterns to be dissimilar (directionally biased well-bore plugging, and dissimilar injection and withdrawal schedules in multiple-well systems). Other results indicated that recovery efficiency improves considerably with successive cycles, providing that each recovery phase ends when the chloride concentration of withdrawn water exceeds established criteria for potability (usually 250 milligrams per liter), and that freshwater injected into highly permeable or highly saline aquifers (such as the 'boulder zone') would buoy rapidly. \r\n\r\nMany hydrologic conditions were posed for model analysis. To have obtained comparable results with operational testing would have been more costly by orders of magnitude. The tradeoff is that the validity of results obtained from computer modeling is somewhat less certain. In particular, results must be qualified with observations that (1) the complex set of processes lumped as hydrodynamic dispersion is represented with a somewhat simplified mathematical approximation, and (2) other flow processes in limestone injection zones are as yet incompletely understood. Despite such reservations, the study is considered a practical example of the use of transport models in ground-water investigations.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2261","usgsCitation":"Merritt, M.L., 1985, Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability: U.S. Geological Survey Water Supply Paper 2261, v, 44 p. :ill., map ;28 cm., https://doi.org/10.3133/wsp2261.","productDescription":"v, 44 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":137699,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2261/report-thumb.jpg"},{"id":28125,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2261/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699aca","contributors":{"authors":[{"text":"Merritt, Michael L.","contributorId":29392,"corporation":false,"usgs":true,"family":"Merritt","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":144979,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10396,"text":"ofr85179 - 1985 - Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1984 water year","interactions":[],"lastModifiedDate":"2022-12-13T21:59:07.717575","indexId":"ofr85179","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-179","title":"Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1984 water year","docAbstract":"<p>The computer annual yield and deficiency of the subbasins as defined in the Arkansas River Compact, Arkansas-Oklahoma, are given in tables. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area are also given in tabular form. Monthly, maximum, minimum, and mean discharges are shown for the 14 streamflow stations used in computing annual yield.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85179","usgsCitation":"Moore, M.A., and Lamb, T., 1985, Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1984 water year: U.S. Geological Survey Open-File Report 85-179, iv, 32 p., https://doi.org/10.3133/ofr85179.","productDescription":"iv, 32 p.","costCenters":[],"links":[{"id":410412,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16742.htm","linkFileType":{"id":5,"text":"html"}},{"id":143928,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0179/report-thumb.jpg"},{"id":38228,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0179/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arkansas, Oklahoma","otherGeospatial":"Arkansas River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -95.933,\n              36.452\n            ],\n            [\n              -95.933,\n              34.702\n            ],\n            [\n              -93.636,\n              34.702\n            ],\n            [\n              -93.636,\n              36.452\n            ],\n            [\n              -95.933,\n              36.452\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b724","contributors":{"authors":[{"text":"Moore, M. A.","contributorId":84767,"corporation":false,"usgs":true,"family":"Moore","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161317,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":161316,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28911,"text":"wri844337 - 1985 - Summary of hydrologic information for the Denver coal region, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri844337","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4337","title":"Summary of hydrologic information for the Denver coal region, Colorado","docAbstract":"A literature review of available hydrologic information for the Denver coal region is presented. Where little information is available, data from the U.S. Geological Survey 's WATSTORE data base are summarized. The information is divided into three categories: surface water, surface water quality, and groundwater. Data generally are lacking on surface water and surface water quality. The effects of man 's activities on streamflow quantity and quality are not known. Considerable literature is available on the major aquifers in the area, but less is known about the shallow groundwater system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844337","usgsCitation":"Norris, J.M., Robson, S.G., and Parker, R.S., 1985, Summary of hydrologic information for the Denver coal region, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4337, v, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844337.","productDescription":"v, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4337/report-thumb.jpg"},{"id":57781,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57782,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57783,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69915c","contributors":{"authors":[{"text":"Norris, J. M.","contributorId":87953,"corporation":false,"usgs":true,"family":"Norris","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200605,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200606,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Parker, R. S.","contributorId":104510,"corporation":false,"usgs":true,"family":"Parker","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200607,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44496,"text":"wri844215 - 1985 - Potentiometric surfaces of November 1982 and declines in the potentiometric surfaces between the period prior to development and November 1982 for the coastal plain aquifers of South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:06:01","indexId":"wri844215","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4215","title":"Potentiometric surfaces of November 1982 and declines in the potentiometric surfaces between the period prior to development and November 1982 for the coastal plain aquifers of South Carolina","docAbstract":"Characteristics of the Coastal Plains aquifer of South Carolina are being studied as a part of the Regional Aquifer Systems Analysis program of the U.S. Geological Survey. A framework has been developed to best represent the hydrology of the State by dividing the aquifers into a system of five aquifers. This framework includes a surficial aquifer consisting of coastal terrace deposits, a limestone and stratigraphically equivalent sand aquifer of Eocene age, and three sand aquifers of Cretaceous age. (USGS)","language":"ENGLISH","doi":"10.3133/wri844215","usgsCitation":"Aucott, W.R., and Speiran, G.K., 1985, Potentiometric surfaces of November 1982 and declines in the potentiometric surfaces between the period prior to development and November 1982 for the coastal plain aquifers of South Carolina: U.S. Geological Survey Water-Resources Investigations Report 84-4215, 7 maps : col. ; 36 x 46 cm., on sheets 66 x 79 cm., folded in envelope 32 x 24 cm., https://doi.org/10.3133/wri844215.","productDescription":"7 maps : col. ; 36 x 46 cm., on sheets 66 x 79 cm., folded in envelope 32 x 24 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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,{"id":44494,"text":"wri844208 - 1985 - Potentiometric surfaces of the coastal plain aquifers of South Carolina prior to development","interactions":[],"lastModifiedDate":"2017-01-24T10:02:29","indexId":"wri844208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4208","title":"Potentiometric surfaces of the coastal plain aquifers of South Carolina prior to development","docAbstract":"Characteristics of the Coastal Plains aquifers of South Carolina are being studied as a part of the Regional Aquifer Systems Analysis program of the U.S. Geological Survey. A framework has been developed to best represent the hydrology of the Coastal Plain aquifers by dividing them into a system of five aquifers. This framework includes a surficial aquifer consisting of coastal terrace deposits, a limestone and stratigraphically equivalent sand aquifer of Eocene age, and three sand aquifers of Cretaceous age. This report presents a general description of the aquifer framework, potentiometric maps for the aquifers of Eocene and Cretaceous age prior to development, and a general description of the flow system prior to development. In the lower Coastal Plain, flow in the aquifer of Eocene age is generally perpendicular to the coast but is almost parallel to the coast in the aquifers of Cretaceous age. 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R.","contributorId":90275,"corporation":false,"usgs":true,"family":"Aucott","given":"Walter","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":229876,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Speiran, Gary K. 0000-0002-6505-1170 gspeiran@usgs.gov","orcid":"https://orcid.org/0000-0002-6505-1170","contributorId":3233,"corporation":false,"usgs":true,"family":"Speiran","given":"Gary","email":"gspeiran@usgs.gov","middleInitial":"K.","affiliations":[{"id":614,"text":"Virginia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229875,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44491,"text":"wri844149 - 1985 - Hydrology of Lake Placid and adjacent area, Highlands County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:04:57","indexId":"wri844149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4149","title":"Hydrology of Lake Placid and adjacent area, Highlands County, Florida","docAbstract":"The study conducted during 1982-83, documents hydrologic conditions in Lake Placid and surrounding areas of Florida. Lake-stage data indicate that the 2- to 50-year flood stage ranges from 93.9 to 96.2 ft. Lake stage is reflected by annual departure of precipitation of the previous year from long-term average. A bathymetric map at 5 ft intervals indicates sinks in the lake bottom. Maximum depth and volume were 54 ft and more than 85,000 acre-feet, respectively. Lake Placid is a surface expression of the water table surficial aquifer with normal flow direction from south to north. Above average amounts of precipitation during winter 1983 created a groundwater mound north of Mirror Lake that caused reversal of the groundwater gradient in the water table aquifer. Lake water is neutral to slightly acidic, with low alkalinity and salinity. Nutrient concentrations are low and remain constant since 1966. Water samples collected since 1966 show trends toward increasing ionic composition and dissolved solids. Organic, inorganic, and phytoplankton analyses show Lake Placid to be relatively clear and clean. (USGS)","language":"ENGLISH","doi":"10.3133/wri844149","usgsCitation":"Adams, D.B., and Stoker, Y.E., 1985, Hydrology of Lake Placid and adjacent area, Highlands County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4149, 4 maps on 1 sheet : col. ; 34 x 27 cm. and smaller, sheet 78 x 109 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri844149.","productDescription":"4 maps on 1 sheet : col. ; 34 x 27 cm. and smaller, sheet 78 x 109 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":134702,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81851,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4149/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604872","contributors":{"authors":[{"text":"Adams, D. Briane","contributorId":35707,"corporation":false,"usgs":true,"family":"Adams","given":"D.","email":"","middleInitial":"Briane","affiliations":[],"preferred":false,"id":229870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stoker, Yvonne E. ystoker@usgs.gov","contributorId":5101,"corporation":false,"usgs":true,"family":"Stoker","given":"Yvonne","email":"ystoker@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":229869,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28593,"text":"wri854036 - 1985 - Cost-effectiveness of the stream-gaging program in North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:22:00","indexId":"wri854036","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4036","title":"Cost-effectiveness of the stream-gaging program in North Carolina","docAbstract":"This report documents the results of a study of the cost-effectiveness of the stream-gaging program in North Carolina. Data uses and funding sources are identified for the 146 gaging stations currently operated in North Carolina with a budget of $777,600 (1984). As a result of the study, eleven stations are nominated for discontinuance and five for conversion from recording to partial-record status. Large parts of North Carolina 's Coastal Plain are identified as having sparse streamflow data. This sparsity should be remedied as funds become available. Efforts should also be directed toward defining the efforts of drainage improvements on local hydrology and streamflow characteristics. The average standard error of streamflow records in North Carolina is 18.6 percent. This level of accuracy could be improved without increasing cost by increasing the frequency of field visits and streamflow measurements at stations with high standard errors and reducing the frequency at stations with low standard errors. A minimum budget of $762,000 is required to operate the 146-gage program. A budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, and with the optimum allocation of field visits, the average standard error is 17.6 percent.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854036","usgsCitation":"Mason, R., and Jackson, N., 1985, Cost-effectiveness of the stream-gaging program in North Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4036, vi, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854036.","productDescription":"vi, 109 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57422,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4036/report-thumb.jpg"}],"country":"United States","state":"North 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,{"id":8865,"text":"ofr85195 - 1985 - Hydrology and geochemical processes of a sub-arctic landfill, Fairbanks, Alaska; basic data","interactions":[],"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr85195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-195","title":"Hydrology and geochemical processes of a sub-arctic landfill, Fairbanks, Alaska; basic data","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85195","usgsCitation":"Flynn, D., 1985, Hydrology and geochemical processes of a sub-arctic landfill, Fairbanks, Alaska; basic data: U.S. Geological Survey Open-File Report 85-195, iii, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85195.","productDescription":"iii, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":141132,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0195/report-thumb.jpg"},{"id":36437,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0195/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db60515f","contributors":{"authors":[{"text":"Flynn, D.M.","contributorId":11215,"corporation":false,"usgs":true,"family":"Flynn","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":158459,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28285,"text":"wri854277 - 1985 - Management of ground water and evolving hydrogeologic studies in New Jersey : a heavily urbanized and industrialized state in the northeastern United States","interactions":[],"lastModifiedDate":"2018-11-14T10:13:28","indexId":"wri854277","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4277","title":"Management of ground water and evolving hydrogeologic studies in New Jersey : a heavily urbanized and industrialized state in the northeastern United States","docAbstract":"<p>New Jersey is the most densely populated and one of the most industrialized states in the United States. An abundance of freshwater and proximity to major northeastern metropolitan centers has facilitated this development. Pumpage of freshwater from all aquifers in the State in 1980 was 730 million gallons per day (2.76 million cubic meters per day).</p><p>Management and efficient development of the ground-water resources of the State are the responsibility of the New Jersey Department of Environmental Protection. Laws have been enacted and updated by the State legislature to manage water allocation and to control the disposal of hazardous wastes. Present resource management is guided by the New Jersey Water-Supply Master Plan of 1981. Funding for management activities is partially derived from the sale of state-approved bonds.</p><p>Effective planning and regional management require accurate and up-to-date hydrologic information and analyses. The U.S. Geological Survey, in cooperation with the New Jersey Geological Survey, is conducting three intensive ground-water studies involving the collection and interpretation of hydrologic data to meet the urgent water-management needs of New Jersey. These studies are part of a long-term cooperative program and are funded through the Water-Supply Bond Act of 1981. They began in 1983 and are scheduled to be completed in 1988.</p><p>The project areas are situated in the New Jersey part of the Atlantic Coastal Plain in and near Atlantic City, Camden, and South River. They range in size from 400 to 1,200 mil (1,040 to 3,120 km2). The studies are designed to define the geology, hydrology, and geochemistry of the local ground-water systems. The results of these studies will enable the State to address more effectively major problems in these areas such as declining water levels, overpumping, saltwater intrusion, and ground-water contamination resulting from the improper disposal of hazardous wastes.</p><p>Specific objectives of these studies by the U.S. Geological Survey are to (1) develop an accurate and up-to-date hydrogeologic data base, (2) design and implement a data-collection program and establish a computerized information&nbsp;management system, (3) refine the conceptualization of the ground-water flow system, and (4) define the geochemistry of the aquifer system by conducting a water-quality appraisal. The objectives are accomplished by standard hydrogeologic methods. Information concerning hydrogeologic framework, ground-water levels, water use, hydraulic characteristics, and water quality in the study areas is compiled from all available sources. Additional data needed are collected through well inventories, surface geophysical surveys, water-quality samplings, water-level measurements, and a well-drilling program.</p><p>Interpretation of the flow system is based on the use of standard analytical techniques and digital flow modeling. Calibrated flow models will provide ground-water managers with a mechanism to develop and test regional water-supply strategies.</p><p>Definition of the geochemistry of the aquifer system is accomplished through a variety of methods which depend on the problems and available data in the particular study area. The approach includes statistical analysis of water-quality data, reaction-path modeling, and determination of the movement of chemical constituents using analytical and numerical modeling techniques.</p><p>A combined staff of 25 to 30 professionals and technicians from the New Jersey District office of the U.S. Geological Survey is committed to the three studies. The staff has specialists in geohydrology, numerical modeling, geochemistry, geophysics, and computer science. The findings of these studies will be published in data reports, interpretive reports, instructional manuals and journal articles.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854277","usgsCitation":"Leahy, P.P., 1985, Management of ground water and evolving hydrogeologic studies in New Jersey : a heavily urbanized and industrialized state in the northeastern United States: U.S. Geological Survey Water-Resources Investigations Report 85-4277, iv, 27 p., https://doi.org/10.3133/wri854277.","productDescription":"iv, 27 p.","costCenters":[],"links":[{"id":359414,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4277/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4277/report-thumb.jpg"}],"country":"United States","state":"New 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Patrick","contributorId":80648,"corporation":false,"usgs":true,"family":"Leahy","given":"P.","email":"","middleInitial":"Patrick","affiliations":[],"preferred":false,"id":199529,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10892,"text":"ofr84866 - 1985 - Proposed work plan for the study of hydrologic effects of ground-water development in the Wet Mountain Valley, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:25","indexId":"ofr84866","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-866","title":"Proposed work plan for the study of hydrologic effects of ground-water development in the Wet Mountain Valley, Colorado","docAbstract":"Large-scale development of groundwater resources in the Wet Mountain Valley, Colorado, could adversely affect other water rights in the valley or in the Arkansas River Basin. Such infringement on senior water rights could severely limit development of additional water supplies in the valley. A work plan is presented for a study that is intended to define the hydrologic system in the valley better, and to determine the extent that the quantity and chemical quality of both surface and groundwater in the valley might be affected by proposed development. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84866","usgsCitation":"Robson, S.G., 1985, Proposed work plan for the study of hydrologic effects of ground-water development in the Wet Mountain Valley, Colorado: U.S. Geological Survey Open-File Report 84-866, iii, 33 leaves :map ;28 cm., https://doi.org/10.3133/ofr84866.","productDescription":"iii, 33 leaves :map ;28 cm.","costCenters":[],"links":[{"id":143001,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0866/report-thumb.jpg"},{"id":38667,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0866/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc1c8","contributors":{"authors":[{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":162153,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10944,"text":"ofr84611 - 1985 - Hydrology of the Floridan Aquifer system in west-central Florida","interactions":[{"subject":{"id":10944,"text":"ofr84611 - 1985 - Hydrology of the Floridan Aquifer system in west-central Florida","indexId":"ofr84611","publicationYear":"1985","noYear":false,"title":"Hydrology of the Floridan Aquifer system in west-central Florida"},"predicate":"SUPERSEDED_BY","object":{"id":39655,"text":"pp1403F - 1985 - Hydrology of the Floridan aquifer system in west-central Florida","indexId":"pp1403F","publicationYear":"1985","noYear":false,"chapter":"F","title":"Hydrology of the Floridan aquifer system in west-central Florida"},"id":1}],"supersededBy":{"id":39655,"text":"pp1403F - 1985 - Hydrology of the Floridan aquifer system in west-central Florida","indexId":"pp1403F","publicationYear":"1985","noYear":false,"title":"Hydrology of the Floridan aquifer system in west-central Florida"},"lastModifiedDate":"2020-02-03T12:27:19","indexId":"ofr84611","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-611","title":"Hydrology of the Floridan Aquifer system in west-central Florida","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84611","usgsCitation":"Ryder, P., 1985, Hydrology of the Floridan Aquifer system in west-central Florida: U.S. Geological Survey Open-File Report 84-611, vii, 92 p. , https://doi.org/10.3133/ofr84611.","productDescription":"vii, 92 p. ","costCenters":[],"links":[{"id":371936,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0611/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144173,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0611/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -84.000000,25.000000 ], [ -84.000000,30.000000 ], [ -81.000000,30.000000 ], [ -81.000000,25.000000 ], [ -84.000000,25.000000 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601e86","contributors":{"authors":[{"text":"Ryder, P.D.","contributorId":104021,"corporation":false,"usgs":true,"family":"Ryder","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":162247,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28179,"text":"wri844324 - 1985 - Hydrology of Fritchie Marsh, coastal Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844324","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4324","title":"Hydrology of Fritchie Marsh, coastal Louisiana","docAbstract":"Fritchie Marsh, near Slidell, Louisiana, is being considered as a disposal site for sewage effluent. A two-dimensional, finite element, surface water modeling systems was used to solve the shallow water equations for flow. Factors affecting flow patterns are channel locations, inlets, outlets, islands, marsh vegetation, marsh geometry, stage of the West Pearl River, flooding over the lower Pearl River basin, gravity tides, wind-induced currents, and sewage discharge to the marsh. Four steady-state simulations were performed for two hydrologic events at two rates of sewage discharge. The events, near tide with no wind or rain and neap tide with a tide differential across the marsh, were selected as worst-case events for sewage effluent dispersion and were assumed as steady state events. Because inflows and outflows to the marsh are tidally affected, steady state simulations cannot fully define the hydraulic characteristics of the marsh for all hydrologic events. Model results and field data indicate that, during near tide with little or no rain, large parts of the marsh are stagnant; and sewage effluent, at existing and projected flows, has minimal effect on marsh flows. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844324","usgsCitation":"Kuniansky, E., 1985, Hydrology of Fritchie Marsh, coastal Louisiana: U.S. Geological Survey Water-Resources Investigations Report 84-4324, iv, 23 p. :ill., maps (one col.) ;28 cm., https://doi.org/10.3133/wri844324.","productDescription":"iv, 23 p. :ill., maps (one col.) ;28 cm.","costCenters":[],"links":[{"id":123790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4324/report-thumb.jpg"},{"id":57012,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57013,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57014,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57015,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4324/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604935","contributors":{"authors":[{"text":"Kuniansky, E. L.","contributorId":82342,"corporation":false,"usgs":true,"family":"Kuniansky","given":"E. L.","affiliations":[],"preferred":false,"id":199343,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":40765,"text":"ofr85643 - 1985 - Delineation of the outcrop of the Edwards Aquifer hydrologically associated with Barton Springs in the Austin area, Texas","interactions":[],"lastModifiedDate":"2019-05-28T12:09:01","indexId":"ofr85643","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-643","title":"Delineation of the outcrop of the Edwards Aquifer hydrologically associated with Barton Springs in the Austin area, Texas","docAbstract":"<p>This report, prepared in cooperation with the City of Austin, delineates the outcrop of the Edwards aquifer that is hydrologically associated with Barton Springs. &nbsp;The Edwards is a regional aquifer system in central Texas that extends in a narrow belt from Kinney County to Bell County (index map) and lies within an area locally known as the Balcones fault zone. &nbsp;Hydrologic boundaries separate the Edwards auifer into several parts. &nbsp;Barton Springs is the major discharge point of the part of the Edwards aquifer in the Austin area (southern Travis and northern Hays Counties).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85643","usgsCitation":"Ardis, A.F., Slagle, D., and Snyder, F.R., 1985, Delineation of the outcrop of the Edwards Aquifer hydrologically associated with Barton Springs in the Austin area, Texas: U.S. Geological Survey Open-File Report 85-643, 20.25 x 30.96 inches, https://doi.org/10.3133/ofr85643.","productDescription":"20.25 x 30.96 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":78079,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0643/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":170918,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr85643.PNG"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab2e4b07f02db66f6e3","contributors":{"authors":[{"text":"Ardis, Ann F.","contributorId":96672,"corporation":false,"usgs":true,"family":"Ardis","given":"Ann","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":223912,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slagle, D.L.","contributorId":83931,"corporation":false,"usgs":true,"family":"Slagle","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":223911,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Snyder, Fred R.","contributorId":104135,"corporation":false,"usgs":true,"family":"Snyder","given":"Fred","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":223913,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
]}