Simulation of the operation of upstream impoundments in the Rock River basin to reduce spring floods showed that such operation would reduce flood peaks by 0.11 foot on the average, and would increase flood peaks some years. The most significant reductions would occur during the average- size floods, whereas little or no reductions would occur for larger and smaller floods. Modifying the simulation of impoundment operations to reduce larger floods produced only minor reductions in flood peaks for the larger floods, and slightly increased flood peaks for average-size floods.
\nAlternative operating procedures for Indianford Dam which controls Lake Koshkonong were simulated with estimated power generation and the use of flashboards during the summer, neither of which are currently used. The simulation showed that, for most periods without significant runoff, the stage of Lake Koshkonong would tend toward the stage at which power generation was prohibited. It also showed that use of flashboards to raise the minimum lake stage during the summer would not raise the peak stage of the lake measurably if the flashboards were removed when the stage rose above its normal level. Simulation showed that winter drawdown of Lake Koshkonong would not lower spring flood peaks significantly downstream.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834186","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Krug, W., and House, L.B., 1984, Evaluation of alternative reservoir-management practices in the Rock River basin, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 83-4186, v, 21 p., https://doi.org/10.3133/wri834186.","productDescription":"v, 21 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":120168,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4186/report-thumb.jpg"},{"id":56980,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4186/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Columbia County, Dane County, Dodge County, Fond du Lac County, Green County, Green Lake County, Jefferson County, Rock County, Washington County, Waukesha County","otherGeospatial":"Rock River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-88.8857,43.8954],[-88.7651,43.8953],[-88.6446,43.895],[-88.524,43.8941],[-88.4561,43.8932],[-88.404,43.8923],[-88.4033,43.9388],[-88.315,43.938],[-88.2826,43.9377],[-88.1619,43.9379],[-88.1622,43.8914],[-88.1608,43.8044],[-88.1599,43.7197],[-88.1597,43.6305],[-88.1601,43.6132],[-88.1608,43.5431],[-88.0402,43.5423],[-88.0401,43.4581],[-88.0401,43.3675],[-88.0622,43.3673],[-88.0633,43.2827],[-88.0639,43.194],[-88.0664,43.1076],[-88.0682,43.0202],[-88.0692,42.9725],[-88.0675,42.9334],[-88.0699,42.8447],[-88.1868,42.8451],[-88.3044,42.8444],[-88.3027,42.6134],[-88.3016,42.4979],[-88.4099,42.4977],[-88.5047,42.4981],[-88.6288,42.4985],[-88.6737,42.4977],[-88.7059,42.4972],[-88.7719,42.4957],[-88.7737,42.4958],[-88.9385,42.4984],[-88.9798,42.4989],[-89.0467,42.4997],[-89.154,42.501],[-89.2345,42.5018],[-89.2705,42.5021],[-89.3185,42.5024],[-89.3645,42.5029],[-89.4018,42.503],[-89.4031,42.503],[-89.4537,42.5038],[-89.4883,42.5044],[-89.5693,42.5057],[-89.6811,42.5074],[-89.803,42.5077],[-89.8379,42.5076],[-89.8377,42.5975],[-89.8375,42.6857],[-89.8373,42.7735],[-89.8375,42.8135],[-89.8377,42.8598],[-89.8375,42.9471],[-89.8386,43.0317],[-89.8384,43.1181],[-89.8394,43.205],[-89.8325,43.2123],[-89.825,43.2187],[-89.8175,43.226],[-89.8125,43.2342],[-89.8088,43.2369],[-89.8012,43.2365],[-89.7874,43.2356],[-89.771,43.237],[-89.7579,43.2379],[-89.7529,43.2443],[-89.7485,43.2507],[-89.7391,43.2548],[-89.7259,43.2644],[-89.7171,43.2739],[-89.714,43.2821],[-89.7165,43.2867],[-89.7235,43.2935],[-89.7292,43.3026],[-89.7279,43.3108],[-89.7254,43.3153],[-89.7229,43.3181],[-89.7185,43.3195],[-89.7129,43.3226],[-89.7078,43.3277],[-89.7028,43.3345],[-89.6909,43.3495],[-89.684,43.3573],[-89.6783,43.3586],[-89.6708,43.3582],[-89.6613,43.3577],[-89.6456,43.36],[-89.6311,43.3646],[-89.6166,43.371],[-89.6009,43.3806],[-89.6004,43.4688],[-89.5999,43.5544],[-89.6075,43.5603],[-89.6138,43.5626],[-89.6277,43.5617],[-89.6359,43.5603],[-89.6511,43.5621],[-89.658,43.5634],[-89.6643,43.5657],[-89.6707,43.5666],[-89.6783,43.5671],[-89.6877,43.5634],[-89.6934,43.5616],[-89.6991,43.562],[-89.706,43.5648],[-89.7187,43.5652],[-89.7288,43.5661],[-89.7351,43.5693],[-89.7364,43.5743],[-89.7326,43.5793],[-89.7288,43.5829],[-89.7244,43.587],[-89.7188,43.5929],[-89.7207,43.597],[-89.727,43.5979],[-89.7428,43.597],[-89.751,43.5997],[-89.7567,43.6029],[-89.7662,43.6029],[-89.7738,43.6092],[-89.7763,43.6161],[-89.7808,43.6215],[-89.7802,43.6274],[-89.7789,43.6343],[-89.784,43.6388],[-89.7866,43.6411],[-89.779,43.6411],[-89.7195,43.643],[-89.6,43.6427],[-89.4837,43.6423],[-89.3648,43.6427],[-89.2453,43.643],[-89.2456,43.7304],[-89.2455,43.7572],[-89.243,43.759],[-89.241,43.7636],[-89.2296,43.7649],[-89.2227,43.7604],[-89.2201,43.7604],[-89.2176,43.7626],[-89.1897,43.7617],[-89.1834,43.7621],[-89.1751,43.7639],[-89.1713,43.7635],[-89.1682,43.7625],[-89.168,43.8099],[-89.1749,43.8076],[-89.1851,43.8022],[-89.1902,43.8013],[-89.194,43.8022],[-89.1971,43.8045],[-89.199,43.8077],[-89.1977,43.8109],[-89.1977,43.8127],[-89.1975,43.876],[-89.1651,43.8759],[-89.1658,43.983],[-89.1283,43.9833],[-89.0063,43.9834],[-88.944,43.9836],[-88.8862,43.9833],[-88.8857,43.8954]]]},\"properties\":{\"name\":\"Columbia\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faebb","contributors":{"authors":[{"text":"Krug, W.R.","contributorId":23147,"corporation":false,"usgs":true,"family":"Krug","given":"W.R.","email":"","affiliations":[],"preferred":false,"id":199301,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"House, L. B.","contributorId":49386,"corporation":false,"usgs":true,"family":"House","given":"L.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199302,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38557,"text":"pp1290 - 1984 - The Mid-Cretaceous Frontier Formation near the Moxa Arch, southwestern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:10:35","indexId":"pp1290","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1290","title":"The Mid-Cretaceous Frontier Formation near the Moxa Arch, southwestern Wyoming","docAbstract":"The Frontier Formation in the Green River Basin of Wyoming, Utah, and Colorado, consists of sandstone, siltstone, and shale, and minor conglomerate, coal, and bentonite. These strata were deposited in several marine and nonmarine environments during early Late Cretaceous time. At north-trending outcrops along the eastern edge of the overthrust belt, the Frontier is of Cenomanian, Turonian, and early Coniacian age, and commonly is about 610 m (2,000 ft) thick. The formation in that area conformably overlies the Lower Cretaceous Aspen Shale and is divided into the following members, in ascending order: Chalk Creek, Coalville, Allen Hollow, Oyster Ridge Sandstone, and Dry Hollow. In west-trending outcrops on the northern flank of the Uinta Mountains in Utah, the Frontier is middle and late Turonian, and is about 60 m (200 ft) thick. These strata disconformably overlie the Lower Cretaceous Mowry Shale. In boreholes on the Moxa arch, the upper part of the Frontier is of middle Turonian to early Coniacian age and unconformably overlies the lower part of the formation, which is early Cenomanian at the south end and probably Cenomanian to early Turonian at the north end. The Frontier on the arch thickens northward from less than 100 m (328 ft) to more than 300 m (984 ft) and conformably overlies the Mowry. \r\n\r\nThe marine and nonmarine Frontier near the Uinta Mountains, marine and mnmarine beds in the upper part of the formation on the Moxa arch and the largely nonmarine Dry Hollow Member at the top of the Frontier in the overthrust belt are similar in age. Older strata in the formation, which are represented by the disconformable basal contact of the Frontier near the Uinta Mountains, thicken northward along the Moxa arch and westward between the arch and the overthrust belt. The large changes in thickness of the Frontier in the Green River Basin were caused mainly by differential uplift and truncation of the lower part of the formation during the early to middle Turonian and by the shoreward addition of progressively younger sandstone units at the top of the formation during the late Turonian and early Coniacian. \r\n\r\nThe sandstone in cores of the Frontier, from boreholes on the Moxa arch and the northern plunge of the Rock Springs uplift, consists of very fine grained and fine-grained litharenites and sublitharenites that were deposited in deltaic and shallow-water marine environments. These rocks consist mainly of quartz, chert, rock fragments, mixed-layer illite-smectite, mica-illite, and chlorite. Samples of the sandstone have porosities of 4.7 to 23.0 percent and permeabilities of 0.14 to 6.80 millidarcies, and seem to represent poor to fair reservoir beds for oil and gas. \r\n\r\nThe shale in cores of the Frontier Formation and the overlying basal Hilliard Shale, from the Moxa arch, Rock Springs uplift, and overthrust belt, was deposited in deltaic and offshore-marine environments. Samples of the shale are composed largely of quartz, micaillite, mixed-layer illite-smectite, kaolin, and chlorite. They also contain from 0.27 to 4.42 percent organic carbon, in humic and sapropelic organic matter. Most of the sampled shale units are thermally mature, in terms of oil generation, and a few probably are source rocks for oil and gas.","language":"ENGLISH","doi":"10.3133/pp1290","usgsCitation":"Mereweather, E., Blackmon, P., and Webb, J., 1984, The Mid-Cretaceous Frontier Formation near the Moxa Arch, southwestern Wyoming: U.S. Geological Survey Professional Paper 1290, 29 p., https://doi.org/10.3133/pp1290.","productDescription":"29 p.","costCenters":[],"links":[{"id":125139,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1290/report-thumb.jpg"},{"id":65326,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1290/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67aeb2","contributors":{"authors":[{"text":"Mereweather, E.A.","contributorId":27524,"corporation":false,"usgs":true,"family":"Mereweather","given":"E.A.","email":"","affiliations":[],"preferred":false,"id":220058,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blackmon, P.D.","contributorId":62210,"corporation":false,"usgs":true,"family":"Blackmon","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":220059,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Webb, J.C.","contributorId":13302,"corporation":false,"usgs":true,"family":"Webb","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":220057,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":43962,"text":"ofr84882 - 1984 - Land use and land cover and associated maps for Devils Lake, North Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:11:03","indexId":"ofr84882","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-882","title":"Land use and land cover and associated maps for Devils Lake, North Dakota","language":"ENGLISH","doi":"10.3133/ofr84882","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Land use and land cover and associated maps for Devils Lake, North Dakota: U.S. Geological Survey Open-File Report 84-882, 5 maps :photocopy ;45 x 60 cm., on sheet 77 x 107 cm., https://doi.org/10.3133/ofr84882.","productDescription":"5 maps :photocopy ;45 x 60 cm., on sheet 77 x 107 cm.","costCenters":[],"links":[{"id":168245,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b14d9","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531509,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19060,"text":"ofr83945 - 1984 - Water Resources Division training catalog","interactions":[],"lastModifiedDate":"2012-02-02T00:07:24","indexId":"ofr83945","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-945","title":"Water Resources Division training catalog","docAbstract":"The National Training Center provides technical and management sessions nesessary for the conductance of the U.S. Geological Survey 's training programs. This catalog describes the facilities and staff at the Lakewood Training Center and describes Water Resources Division training courses available through the center. In addition, the catalog describes the procedures for gaining admission, formulas for calculating fees, and discussion of course evaluations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83945","usgsCitation":"Hotchkiss, W.R., and Foxhoven, L., 1984, Water Resources Division training catalog: U.S. Geological Survey Open-File Report 83-945, iii, 152 p. :ill., map ;30 cm., https://doi.org/10.3133/ofr83945.","productDescription":"iii, 152 p. :ill., map ;30 cm.","costCenters":[],"links":[{"id":151049,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0945/report-thumb.jpg"},{"id":48502,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0945/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d4e4b07f02db5dd72d","contributors":{"authors":[{"text":"Hotchkiss, W. R.","contributorId":61820,"corporation":false,"usgs":true,"family":"Hotchkiss","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":180238,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Foxhoven, L.A.","contributorId":28980,"corporation":false,"usgs":true,"family":"Foxhoven","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":180237,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":233,"text":"wsp2262 - 1984 - Selected papers in the hydrologic sciences 1984; July 1984","interactions":[],"lastModifiedDate":"2018-10-22T18:13:33","indexId":"wsp2262","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"2262","title":"Selected papers in the hydrologic sciences 1984; July 1984","docAbstract":"The rapid, accurate measurement of the oxygen content of soil gas in the unsaturated zone or dissolved oxygen in soil water in the saturated zone can be useful in wetland vegetation studies. A method has been devised and tested in the Great Dismal Swamp, a wetland with fine silt-clay and organic soils, that appears to provide good results. A 60-milliliter sample of soil gas or water is withdrawn from permanently installed chambers at various depths in the soil profile. The oxygen concentration of air samples is measured with a specially constructed analyzer cell fitted to the polarographic oxygen electrode of a portable oxygen meter. The dissolved oxygen concentration of water samples is measured directly with the oxygen electrode while stirring the sample in a 32-milliliter glass bottle with a portable magnetic stirrer. Field tests with duplicate chamber installations showed that consistent results are obtained for soil gas and water.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2262","usgsCitation":"1984, Selected papers in the hydrologic sciences 1984; July 1984: U.S. Geological Survey Water Supply Paper 2262, v, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2262.","productDescription":"v, 66 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":136506,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2262/report-thumb.jpg"},{"id":24843,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a03e4b07f02db5f83da","contributors":{"editors":[{"text":"Meyer, Eric L.","contributorId":58619,"corporation":false,"usgs":true,"family":"Meyer","given":"Eric","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":749260,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":18806,"text":"ofr84378 - 1984 - Reconnaissance geology of the Jibal Matalli Quadrangle, sheet 27/40 D, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-07T14:41:52","indexId":"ofr84378","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-378","title":"Reconnaissance geology of the Jibal Matalli Quadrangle, sheet 27/40 D, Kingdom of Saudi Arabia","docAbstract":"The Jibal Matalli quadrangle lies along the northern boundary of the Arabian Shield about 90 km west-southwest of Ha'il. The quadrangle consists of about 45 percent Precambrian bedrock, 50 percent Quaternary deposits, and 5 percent sedimentary cover rocks. The Precambrian rocks include volcaniclastic and volcanic rocks that are slightly metamorphosed and various granitic plutons. The volcaniclastic and volcanic rocks are correlated with the Hulayfah group and the Hadn formation. The older Hulayfah is principally basalt of probably submarine origin that has locally been metamorphosed to greenschist facies. The Hadn is composed of submarine and subaerial deposits. These consist of volcanic-derived sandstone and siltstone and lesser amounts of chiefly rhyolite volcanic rocks. In most areas, the Hadn shows little in the way of metamorphic effects, but locally it too has been metamorphosed to greenschist facies. The volcanic rocks of the Hadn include ash-flow tuffs; some appear to be water-laid, but others are subaerial. The oldest pluton is diorite, those of intermediate age are monzogranite and syenogranite, and the youngest are alkali feldspar granites. The largest pluton, a metaluminous, low-calcium, biotite monzogranite, occupies much of the southern part of the quadrangle. The alkali feldspar granites are mostly peralkaline; the two youngest are particularly so. The latter two are located in the southwest and southeast corners of the quadrangle, and both contain arfvedsonite and kataphorite. The pluton in the southeast grades outward from a peraluminous core to a peralkaline, comenditic peripheral zone and is inferred to be genetically related to a spectacular, west-trending comendite dike swarm in the southern half of the quadrangle.
\nTwo northeast-trending buried right-lateral faults are inferred in the quadrangle; one in the southeast and one in the northwest. The one in the northwest probably offsets the comendite dike swarm about 3 km. This fault appears to be part of a broad right-lateral fault and flexure zone that juxtaposes the Hadn formation on the west against the Hulayfah group on the east.
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Arizona","language":"ENGLISH","doi":"10.3133/ofr84318","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Land use and land cover and associated maps for Silver City, New Mexico; Arizona: U.S. Geological Survey Open-File Report 84-318, 5 maps :photocopy ;45 x 76 cm., on sheets 77 x 107 cm., https://doi.org/10.3133/ofr84318.","productDescription":"5 maps :photocopy ;45 x 76 cm., on sheets 77 x 107 cm.","costCenters":[],"links":[{"id":168337,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aeec6","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531429,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43487,"text":"ofr84317 - 1984 - Land use and land cover and associated maps for Holbrook, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:11:05","indexId":"ofr84317","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-317","title":"Land use and land cover and associated maps for Holbrook, Arizona","language":"ENGLISH","doi":"10.3133/ofr84317","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Land use and land cover and associated maps for Holbrook, Arizona: U.S. Geological Survey Open-File Report 84-317, 5 maps :photocopy ;45 x 74 cm., on sheets 77 x 107 cm., https://doi.org/10.3133/ofr84317.","productDescription":"5 maps :photocopy ;45 x 74 cm., on sheets 77 x 107 cm.","costCenters":[],"links":[{"id":169237,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1085","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531195,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10979,"text":"ofr83757 - 1984 - Ground-water resources of Rusk County, Texas","interactions":[],"lastModifiedDate":"2016-08-11T12:42:17","indexId":"ofr83757","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-757","title":"Ground-water resources of Rusk County, Texas","docAbstract":"Fresh to slightly saline water is available in most parts of Rusk County, which is located in the Piney Woods region of northeast Texas. The Wilcox aquifer, which underlies the entire county, was the source of most of the ground water withdrawn during 1980. Other units capable of yielding fresh ground water are the Carrizo, Queen City, and Sparta aquifers and the Reklaw Formation.
\nAbout 5.4 million gallons per day (20,440 cubic meters per day) of ground water was used for all purposes during 1980. Of this amount, about 78 percent was used for public supply, 10 percent for mining, 8 percent for industrial purposes, and 4 percent for rural domestic use. Water levels have declined extensively at the city of Henderson, which used about 38 percent of all ground water consumed in Rusk County.
\nGenerally, the ground water is of acceptable quality. Water in some of the near-surface beds and some of the deeper sands in the Wilcox aquifer may have become mineralized because of oilfield operations. Ground-water contamination by oilfield brines at Henderson Oil Field has been documented. Two separate instances of streamflow contamination at Striker Creek and Henderson Oil Field have been documented.
\nModerate amounts of ground water are available for development. The amount that is available perennially is not known, but it is greater than that being withdrawn. Assuming a hydraulic gradient of about 8 feet per mile (1.5 meters per kilometer), at least 12 million gallons per day (45,420 cubic meters per day) of fresh ground water is being transmitted through the Wilcox and about 3 million gallons per day (11,350 cubic meters per day) through the Carrizo. About 20 million acre-feet (24,660 cubic hectometers) of freshwater is available from storage in the Wilcox and about 4 million acre-feet (4,930 cubic hectometers) from storage in the Carrizo. Additional amounts of slightly saline water are available from the major aquifers. Smaller but undetermined amounts of fresh ground water are available from the Sparta and Queen City aquifers and from the Reklaw Formation. Properly constructed wells in the Wilcox and Carrizo aquifers can be expected to yield more than 500 gallons per minute (32 liters per second) if the wells are properly spaced. Development of additional resources around the city of Henderson and the Mount Enterprise Fault System should be considered cautiously because of the probability of saltwater encroachment. Ground water in other parts of the county is practically undeveloped.
\nSome mineralization of ground water is due to natural causes. Other mineralization of ground water is due to contamination. A program needs to be initiated to determine the extent and cause of mineralization that has taken place in freshwater sands. Water-quality data is needed at Henderson in order to monitor saltwater encroachment.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr83757","usgsCitation":"Sandeen, W., 1984, Ground-water resources of Rusk County, Texas: U.S. Geological Survey Open-File Report 83-757, Report: ix, 118 p.; 10 Plates, https://doi.org/10.3133/ofr83757.","productDescription":"Report: ix, 118 p.; 10 Plates","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":20985,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20976,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20983,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20984,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143483,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0757/report-thumb.jpg"},{"id":20982,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20977,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20978,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20979,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20980,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20981,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0757/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38746,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0757/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","county":"Rusk County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-94.5736,32.396],[-94.5647,32.4002],[-94.5606,32.4041],[-94.5571,32.4066],[-94.5517,32.4068],[-94.5507,32.4059],[-94.5503,32.4036],[-94.5439,32.4014],[-94.5402,32.3999],[-94.5368,32.4016],[-94.5329,32.4032],[-94.5285,32.4034],[-94.5275,32.4025],[-94.5282,32.3998],[-94.529,32.3971],[-94.5286,32.3952],[-94.526,32.3933],[-94.5247,32.3955],[-94.522,32.3958],[-94.521,32.394],[-94.5212,32.3912],[-94.5182,32.3879],[-94.5137,32.3895],[-94.5104,32.3898],[-94.5067,32.3887],[-94.5055,32.3909],[-94.5064,32.3928],[-94.5063,32.3951],[-94.5061,32.3973],[-94.5017,32.3976],[-94.4921,32.3957],[-94.4821,32.3907],[-94.49,32.3783],[-94.4924,32.3757],[-94.4935,32.3593],[-94.5266,32.2892],[-94.5264,32.2837],[-94.5322,32.2703],[-94.5548,32.25],[-94.56,32.2374],[-94.5697,32.2224],[-94.5789,32.2064],[-94.5817,32.1568],[-94.59,32.1311],[-94.588,32.1206],[-94.5933,32.1067],[-94.602,32.081],[-94.6023,32.0687],[-94.5975,31.9717],[-94.5125,31.9731],[-94.5115,31.9246],[-94.5059,31.9188],[-94.4998,31.914],[-94.4921,31.9081],[-94.4865,31.9028],[-94.4831,31.8967],[-94.4813,31.8925],[-94.4784,31.8869],[-94.476,31.8831],[-94.4714,31.8788],[-94.4675,31.8731],[-94.4646,31.8675],[-94.4648,31.8647],[-94.4655,31.8625],[-94.4669,31.858],[-94.4644,31.8547],[-94.4587,31.8516],[-94.4537,31.8459],[-94.938,31.8464],[-94.9861,31.8463],[-94.9852,32.1376],[-94.9873,32.3713],[-94.6595,32.3723],[-94.6558,32.3712],[-94.6541,32.3711],[-94.6482,32.3704],[-94.6384,32.3704],[-94.6299,32.3681],[-94.6208,32.3654],[-94.6138,32.3651],[-94.6053,32.3624],[-94.5997,32.364],[-94.5937,32.3641],[-94.5915,32.3654],[-94.5736,32.396]]]},\"properties\":{\"name\":\"Rusk\",\"state\":\"TX\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696c9b","contributors":{"authors":[{"text":"Sandeen, W.M.","contributorId":102488,"corporation":false,"usgs":true,"family":"Sandeen","given":"W.M.","affiliations":[],"preferred":false,"id":162314,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25856,"text":"wri824114 - 1984 - Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri824114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-4114","title":"Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado","docAbstract":"Water used for agriculture and stock and municipal supplies in the upper Arkansas River basin is derived mostly from the Arkansas River and its tributaries. The flow regime of the river has been altered by increased reservoir capacities and importation of 69,200 acre-feet per year from the Colorado River drainage through transmountain diversions. An estimated 10.2 million acre-feet of hydrologically recoverable water is present in the first 200 feet of basin-fill alluvium. Well yields of 300 gallons per minute have been reported for the Dakota-Purgatoire aquifer aquifer located east of Canon City. Water quality of ground- and surface-water resources are generally acceptable for agriculture and stock watering, but concentrations of iron, manganese, sulfate, pH, and hardness may exceed recommended drinking-water criteria during periods of river low flow. Concentrations of mercury, selenium, and select radiochemical constituents also were high in the Dakota-Purgatoire aquifer. Dissolved solids increased downstream and in local areas as a result of water use and in the Leadville area because of mine drainage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824114","usgsCitation":"Crouch, T.M., Cain, D., Abbott, P., Penley, R., and Hurr, R., 1984, Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4114, vii, 123 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri824114.","productDescription":"vii, 123 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":122915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4114/report-thumb.jpg"},{"id":54602,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54603,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54604,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54605,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54606,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54607,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54608,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54609,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54610,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9d1f","contributors":{"authors":[{"text":"Crouch, T. M.","contributorId":106163,"corporation":false,"usgs":true,"family":"Crouch","given":"T.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195364,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":195363,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Abbott, P.O.","contributorId":21154,"corporation":false,"usgs":true,"family":"Abbott","given":"P.O.","email":"","affiliations":[],"preferred":false,"id":195361,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Penley, R.D.","contributorId":45349,"corporation":false,"usgs":true,"family":"Penley","given":"R.D.","affiliations":[],"preferred":false,"id":195362,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":195360,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":27398,"text":"wri844114 - 1984 - Hydrogeology and effects of tailings basins on the hydrology of Sands Plain, Marquette County, Michigan","interactions":[],"lastModifiedDate":"2016-09-29T14:42:11","indexId":"wri844114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4114","title":"Hydrogeology and effects of tailings basins on the hydrology of Sands Plain, Marquette County, Michigan","docAbstract":"Sands Plain, a 225-square mile area, is near the Marquette iron-mining district in Michigan's Upper Peninsula. Gribben Basin, a settling basin for disposal of waste rock particles from iron-ore concentration, is in the western part. Because Sands Plain is near iron-ore deposits, but not underlain by them, parts of the area are being considered as sites for additional tailings basins.
Glacial deposits, as much as 500 feet thick, comprise the principal aquifer. Most ground water flows through the glacial deposits and discharges in a series of nearly parallel tributaries to the Chocolay River which flows into Lake Superior. Ninety-five percent of the discharge of these streams is ground-water runoff. The aquifer is recharged by precipitation at an average rate of 15 inches per year and by streamflow losses from the upper reaches of Goose Lake Outlet at an average rate of 2 inches per year.
Precipitation collected at two sites had mean pH values of 4.0; rates of deposition of sulfate and total dissolved nitrogen were estimated to be 17.4 and 5.8 pounds per acre per year, respectively. Dissolved-solids concentrations in water from streams ranged from 82 to 143 milligrams per liter; sulfate ranged from 4.2 to 10 milligrams per liter. Calcium and bicarbonate were the principal dissolved substances. Highest dissolved-solids concentrations in water from wells in glacial deposits were found in a major buried valley east of Goose Lake Outlet. These concentrations ranged from 14 to 246 milligrams per liter; sulfate concentrations ranged from 0.9 to 53 milligrams per liter. Because of the high ground-water component of streamflow, mean concentrations of total nitrogen and trace metals in surface water do not differ significantly from mean concentrations in ground water.
A two-dimensional digital model of ground-water flow was used to simulate water levels and ground-water runoff under steady-state and transient conditions Predictive simulations with the steady-state model were made to determine the effects of continued operation of Gribben tailings basin and construction and operation of four hypothetical tailings basins. Operation of Gribben Basin has decreased the average rate of ground-water flow to Goose Lake Outlet by 0.9 to 1.6 cubic feet per second but has increased the average rate of groundwater flow to Warner Creek by about 0.2 cubic foot per second. Continued filling of the tailings basin to its design capacity is expected to cause a slight increase in leakage from the basin to Goose Lake Outlet.
Four hypothetical tailings basins, comprising a total of 11 square miles, were simulated by successively adding one more basin to the previous basin configuration. Net ground-water flow to streams was reduced by the simulated basins. The magnitude of these reductions depends on engineering decisions about the method of basin construction and a better understanding of the hydraulic properties of the materials used to seal the basin perimeters. The maximum total reduction in ground-water runoff due to construction and operation of 11 square miles of tailings basins is about 18 cubic feet per second compared to flow simulated by a steady-state simulation without tailings basins. If bottom sealing, rather than slurry wall construction, is used for one of the hypothetical basins, the total maximum reduction is 7.5 cubic feet per second. Under some assumed conditions, leakage from the tailings basins may slightly increase ground-water flow to Goose Lake Outlet and Warner Creek. The maximum probable leakage from all tailings basins is about 7 cubic feet per second; the minimum probable leakage is about 0.7 cubic foot per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri844114","collaboration":"Prepared in cooperation with the Michigan Department of Natural Resources","usgsCitation":"Grannemann, N., 1984, Hydrogeology and effects of tailings basins on the hydrology of Sands Plain, Marquette County, Michigan: U.S. Geological Survey Water-Resources Investigations Report 84-4114, Document: vi, 98 p.; Plate: 22.07 x 17.25 inches, https://doi.org/10.3133/wri844114.","productDescription":"Document: vi, 98 p.; Plate: 22.07 x 17.25 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":56258,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124328,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4114/report-thumb.jpg"},{"id":56257,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4114/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","county":"Marquette County","otherGeospatial":"Sands Plain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.625,\n 46.5\n ],\n [\n -87.233333,\n 46.5\n ],\n [\n -87.233333,\n 46.316667\n ],\n [\n -87.466667,\n 46.316667\n ],\n [\n -87.466667,\n 46.366667\n ],\n [\n -87.516667,\n 46.391667\n ],\n [\n -87.625,\n 46.391667\n ],\n [\n -87.625,\n 46.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db6277f2","contributors":{"authors":[{"text":"Grannemann, N.G.","contributorId":11221,"corporation":false,"usgs":true,"family":"Grannemann","given":"N.G.","affiliations":[],"preferred":false,"id":198048,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57272,"text":"wdrMT832 - 1984 - Water resources data, Montana water year 1983, volume 2: Columbia River Basin","interactions":[],"lastModifiedDate":"2019-10-01T15:56:43","indexId":"wdrMT832","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MT-83-2","title":"Water resources data, Montana water year 1983, volume 2: Columbia River Basin","docAbstract":"No abstract available.
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K.","contributorId":74395,"corporation":false,"usgs":true,"family":"White","given":"M.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":256538,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Jacobson, M.A.","contributorId":7279,"corporation":false,"usgs":true,"family":"Jacobson","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":256537,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Kasman, M.L.","contributorId":85254,"corporation":false,"usgs":true,"family":"Kasman","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":256540,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":25548,"text":"wri834262 - 1984 - Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri834262","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4262","title":"Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California","docAbstract":"This report describes the availability of ground water in the southwestern part of Nevada County, and suggests general guidelines for selecting sites for future ground-water development in the study area. Ground water in this area occurs chiefly in fractures in hard pre-Tertiary metavolcanic and plutonic rocks generally above a depth of 215 feet. Some ground water is found at the contact between alluvium or decomposed granite and the underlying hard rock; little is found in alluvium or colluvium. Mean yield is less than 18 gallons per minute. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834262","usgsCitation":"Page, R.W., Anttila, P., Johnson, K.L., and Pierce, M., 1984, Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California: U.S. Geological Survey Water-Resources Investigations Report 83-4262, iv, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834262.","productDescription":"iv, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4262/report-thumb.jpg"},{"id":54267,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d2e7","contributors":{"authors":[{"text":"Page, R. W.","contributorId":17215,"corporation":false,"usgs":true,"family":"Page","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194145,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anttila, P.W.","contributorId":56231,"corporation":false,"usgs":true,"family":"Anttila","given":"P.W.","email":"","affiliations":[],"preferred":false,"id":194146,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, K. L.","contributorId":75543,"corporation":false,"usgs":true,"family":"Johnson","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194147,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Pierce, M.J.","contributorId":8893,"corporation":false,"usgs":true,"family":"Pierce","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":194144,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":57307,"text":"wdrCO831 - 1984 - Water Resources Data, Colorado Water Year 1983, Volume 1. Missouri River Basin, Arkansas River Basin, and Rio Grande Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:12:05","indexId":"wdrCO831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CO-83-1","title":"Water Resources Data, Colorado Water Year 1983, Volume 1. Missouri River Basin, Arkansas River Basin, and Rio Grande Basin","language":"ENGLISH","doi":"10.3133/wdrCO831","usgsCitation":"Ugland, R., Steinheimer, J., Blattner, J., and Steger, R., 1984, Water Resources Data, Colorado Water Year 1983, Volume 1. Missouri River Basin, Arkansas River Basin, and Rio Grande Basin: U.S. Geological Survey Water Data Report CO-83-1, 379 p., 6 fig., 6 tab., https://doi.org/10.3133/wdrCO831.","productDescription":"379 p., 6 fig., 6 tab.","costCenters":[],"links":[{"id":180943,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1983/co-83-1/report-thumb.jpg"},{"id":88257,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1983/co-83-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc01e","contributors":{"authors":[{"text":"Ugland, R.C.","contributorId":14044,"corporation":false,"usgs":true,"family":"Ugland","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":256655,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Steinheimer, J.T.","contributorId":81121,"corporation":false,"usgs":true,"family":"Steinheimer","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":256658,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Blattner, J.L.","contributorId":44541,"corporation":false,"usgs":true,"family":"Blattner","given":"J.L.","affiliations":[],"preferred":false,"id":256656,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Steger, R.D.","contributorId":78008,"corporation":false,"usgs":true,"family":"Steger","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":256657,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26366,"text":"wri834190 - 1984 - Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia","interactions":[],"lastModifiedDate":"2017-01-24T09:27:23","indexId":"wri834190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4190","title":"Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia","docAbstract":"The primary sources of water in the area are from the surficial and Floridan aquifers. The surficial aquifer, consisting of thin permeable zones of sand, shell, and limestone, provides limited water supplies (10-50 gallons per minute). Its estimated transmissivity ranges from less than 100 to 10,000 feet squared per day. Its water is generally of acceptable quality for most uses, except near the coast. The Floridan aquifer consists of three zones of permeable limestone and dolomite separated by semiconfining beds of hard, massive dolomite and limestone, all of which are confined by leaky confining beds. The upper and middle zones, about 530-1,000 feet and 1,200-1,700 feet below land surface, respectively, have transmissivities ranging from 20,000-50,000 and 40,000-60,000 feet squared per day, respectively. The lower zone, about 2,000-2,100 feet below land surface contains very saline water. Water in the upper zone contains chloride concentrations generally ranging from 20-40 milligrams per liter. In Fernandina Beach, water from a few wells tapping this zone has relatively high chloride concentrations (190 milligrams per liter), probably due to upward migration of saline water from deeper zones through uncased or improperly-plugged well bores and not by lateral intrusion. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834190","usgsCitation":"Brown, D., 1984, Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia: U.S. Geological Survey Water-Resources Investigations Report 83-4190, vi, 133 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834190.","productDescription":"vi, 133 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":122964,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4190/report-thumb.jpg"},{"id":55160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4190/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida, Georgia","county":"Camden 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 -82.4853515625,\n 29.964452850852005\n ],\n [\n -82.4853515625,\n 31.942839972853083\n ],\n [\n -81.024169921875,\n 31.942839972853083\n ],\n [\n -81.024169921875,\n 29.964452850852005\n ],\n [\n -82.4853515625,\n 29.964452850852005\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6f9f","contributors":{"authors":[{"text":"Brown, D.P.","contributorId":95881,"corporation":false,"usgs":true,"family":"Brown","given":"D.P.","email":"","affiliations":[],"preferred":false,"id":196265,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26959,"text":"wri844141 - 1984 - Sediment Transport in the Lower Yampa River, Northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:10:08","indexId":"wri844141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4141","title":"Sediment Transport in the Lower Yampa River, Northwestern Colorado","docAbstract":"Discharge measurements and sediment samples were taken at streamflow-gaging station 09260050 Yampa River at Deerlodge Park in 1982 and 1983 to determine the annual sediment supply to the Yampa Canyon in Dinosaur National Monument. Forty-three years of discharge records at two tributary sites were combined to determine the historic discharge of the Yampa River at Deerlodge Park. A mean annual hydrograph and flow-duration curve were derived from these data. Sediment-transport equations were derived for total sediment discharge, suspended-sediment discharge, bedload dischagre, and the discharge of sediment in several particle-sizes. Annual sediment discharge were determined by the flow-duration, sediment-rating-curve method and indicated annual total sediment discharge was approximately 2.0 million tons per year of which 0.8 million tons per year was sand-sized material. Bedload was almost entirely sand, and annual bedload discharge was 0.1 million tons per year. Development of water resources in the Yampa River basin could effect the geomorphic character of the Yampa River at Deerlodge Park and the Yampa Canyon. Several scenarios of altered streamflow frequency distribution, reduced streamflow volume, and reduced sediment supply are examined to estimate the effect on the sediment budget at Deerlodge Park. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/wri844141","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Elliott, J.G., Kircher, J.E., and Von Guerard, P., 1984, Sediment Transport in the Lower Yampa River, Northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4141, vi, 44 p., https://doi.org/10.3133/wri844141.","productDescription":"vi, 44 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":157748,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4141/report-thumb.jpg"},{"id":55846,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109,40 ], [ -109,42 ], [ -106.5,42 ], [ -106.5,40 ], [ -109,40 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc1d6","contributors":{"authors":[{"text":"Elliott, John G. jelliott@usgs.gov","contributorId":832,"corporation":false,"usgs":true,"family":"Elliott","given":"John","email":"jelliott@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":197318,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kircher, James E. jkircher@usgs.gov","contributorId":248,"corporation":false,"usgs":true,"family":"Kircher","given":"James","email":"jkircher@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":197317,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Von Guerard, Paul","contributorId":40620,"corporation":false,"usgs":true,"family":"Von Guerard","given":"Paul","affiliations":[],"preferred":false,"id":197319,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":65984,"text":"i1515 - 1984 - Viking Lander 2 rectified photomosaic (morning scene, camera 1)","interactions":[],"lastModifiedDate":"2012-02-02T00:13:18","indexId":"i1515","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1515","subseriesTitle":"NONE","title":"Viking Lander 2 rectified photomosaic (morning scene, camera 1)","language":"ENGLISH","doi":"10.3133/i1515","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Viking Lander 2 rectified photomosaic (morning scene, camera 1): U.S. Geological Survey IMAP 1515, 6 remote sensing images on 5 sheets ;56 x 70 cm. and smaller, sheets 94 x 77 cm. and 77 x 103 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1515.","productDescription":"6 remote sensing images on 5 sheets ;56 x 70 cm. and smaller, sheets 94 x 77 cm. and 77 x 103 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":252259,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1515/report-thumb.jpg"},{"id":251414,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1515/report.pdf","size":"24","linkFileType":{"id":1,"text":"pdf"}},{"id":251415,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1515/plate-1.pdf","size":"13910","linkFileType":{"id":1,"text":"pdf"}},{"id":251416,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1515/plate-2.pdf","size":"13501","linkFileType":{"id":1,"text":"pdf"}},{"id":251417,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1515/plate-3.pdf","size":"12600","linkFileType":{"id":1,"text":"pdf"}},{"id":251418,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1515/plate-4.pdf","size":"12192","linkFileType":{"id":1,"text":"pdf"}},{"id":251419,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1515/plate-5.pdf","size":"12642","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0fe4b07f02db5feab3","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534334,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26306,"text":"wri824088 - 1984 - Ground water in the Dickson area of the western Highland Rim of Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri824088","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-4088","title":"Ground water in the Dickson area of the western Highland Rim of Tennessee","docAbstract":"A hydrologic study of the Dickson, Tennessee, area provided additional information on the occurrence of ground water in the Mississippian carbonate rocks of the western Highland Rim. Twenty-six test wells were drilled to determine the occurrence of ground water in relation to topographic position, regolith thickness, streamflow gains or losses, and the lithology of the underlying formations. Yields to 26 test wells ranged from 0 to about 300 gal/min and averaged about 68 gal/mi. Nine wells yielded 80 to about 300 gal/min; their specific capacities ranged from about 0.71 to 12.7 (gal/min)/ft of drawdown. Seven of these nine wells yielded water from solution openings in the Warsaw Limestone. The other two wells yielded water from gravel and sand in the regolith. Yield-specific-capacity tests were made on two wells. One well was pumped at an average rate of 350 gal/min for 72 hours with 39.77 feet of drawdown. The second well was pumped for 8 hours at 120 gal/min with 20.86 feet of drawdown. The water from both wells was generally of good quality. Dissolved solids concentrations were less than 200 mg/L. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824088","usgsCitation":"Bradley, M.W., 1984, Ground water in the Dickson area of the western Highland Rim of Tennessee: U.S. Geological Survey Water-Resources Investigations Report 82-4088, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824088.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2000,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri824088","linkFileType":{"id":5,"text":"html"}},{"id":123763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_82_4088.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d99c","contributors":{"authors":[{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196147,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}