{"pageNumber":"1973","pageRowStart":"49300","pageSize":"25","recordCount":68919,"records":[{"id":28536,"text":"wri864072 - 1986 - Evaluation of the U.S. Geological Survey's gaging-station network in Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri864072","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4072","title":"Evaluation of the U.S. Geological Survey's gaging-station network in Illinois","docAbstract":"Data collected at 97 of the 176 gaging stations operated in Illinois during 1983 were used to describe rainfall-runoff processes, to monitor and forecast floods, and to monitor and regulate lake levels, discharge from reservoirs, or discharge of navigable streams. Stream-gaging stations on the Illinois River at Havana, East Branch Du Page River, and interior streams of the Mississippi River floodplain; peak-flow stations on small watersheds; and stage-only stations upstream from unsafe high-hazard dams should be considered for inclusion in future stream-gaging programs. The accuracy of regression models for peak-flow and 1-day mean flood-volume characteristics would not be considerably improved if the density of gaging stations and length of record at those gaging stations are increased. Model error masks tradeoffs between accuracy, density, and record length. The large number of streamflow records presently available is sufficient for fairly accurately determining most streamflow characteristics. The accuracy of streamflow records reported for stream gaging stations and peak-flow stations varies widely. The accuracy of streamflow records for 12 stream-gaging stations and 11 peak-flow stations is substantially less than the accuracy of records for the other 143 gaging stations considered. Based on an evaluation of relative worth, 26 gaging stations are candidates for some type of action if budgetary limitations so demand. A candidate stream-gaging stations could be operated during only part of a year, converted to a peak-flow station, or discontinued. Candidate peak-flow stations should be discontinued. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri864072","usgsCitation":"Mades, D., and Oberg, K.A., 1986, Evaluation of the U.S. Geological Survey's gaging-station network in Illinois: U.S. Geological Survey Water-Resources Investigations Report 86-4072, vii, 88 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864072.","productDescription":"vii, 88 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124298,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4072/report-thumb.jpg"},{"id":57349,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4c2","contributors":{"authors":[{"text":"Mades, D. M.","contributorId":40230,"corporation":false,"usgs":true,"family":"Mades","given":"D. M.","affiliations":[],"preferred":false,"id":199981,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oberg, K. A.","contributorId":67553,"corporation":false,"usgs":true,"family":"Oberg","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199982,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44439,"text":"wri864033 - 1986 - Hydrogeologic and water-quality characteristics of crystalline-rock aquifers of Archean and Proterozoic age, Minnesota","interactions":[],"lastModifiedDate":"2022-02-18T22:25:36.58533","indexId":"wri864033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4033","title":"Hydrogeologic and water-quality characteristics of crystalline-rock aquifers of Archean and Proterozoic age, Minnesota","docAbstract":"

Five aquifers in crystalline rocks of Archean and Proterozoic age in Minnesota include in descending order the North Shore Volcanic, Sioux Quartzite, Proterozoic metasedimentary, Biwabik Iron formation and undifferentiated Precambrian aquifers. The North Shore Volcanic aquifer generally yields < 15 gal/min to wells from interflow sediments and fractures in the basaltic lava flows along the northern shore of Lake Superior and along the upper St. Croix River. Dissolved solids concentrations range from 91 to 74,300 mg/L, and the water is of several chemical types. The Sioux Quartzite aquifer yields from 1 to 450 gal/min to wells open to joints and fractures and loose sand zones in the predominantly pink orthoquartzite in southwestern Minnesota. Dissolved solids concentrations range from 237 mg/L in water from wells in outcrop areas to 2,300 mg/L from wells where the Sioux Quartzite aquifer underlies Cretaceous rocks or thick Des Moines drift. The water generally is a calcium sulfate type. The Proterozoic metasedimentary aquifer generally yields < 20 gal/min to wells in weathered regolith and fractures in thin-bedded gray to black argillite in north-central Minnesota. Dissolved solids concentrations generally range from 126 to 340 mg/L, and the water is a calcium magnesium bicarbonate type. The Biwabik Iron formation aquifer yields 1,000 gal/min to wells in leached zones in the ferruginous chert and interbedded hematite and magnitite iron ore in north-central Minnesota. Dissolved solids range from 157 to 388 mg/L in water that is a calcium magnesium bicarbonate type. The undifferentiated Precambrian aquifer generally yields < 25 gal/min to wells from fractures and the weathered regolith developed on a variety of crystalline-rock types. Wells have been developed in parts of the aquifer throughout the State except in the southeast where it is too deeply buried. Dissolved solids concentrations average < 400 mg/L in central and northeastern Minnesota, but average about 700 mg/L in the northwest and 900 mg/L in the south west. The water is a calcium magnesium bicarbonate type in central and northeastern Minnesota and a variety of mixed water types in northwestern and Southwestern Minnesota.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864033","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Anderson, H.W., 1986, Hydrogeologic and water-quality characteristics of crystalline-rock aquifers of Archean and Proterozoic age, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 86-4033, 3 Plates: 42.08 x 30.11 inches or smaller, https://doi.org/10.3133/wri864033.","productDescription":"3 Plates: 42.08 x 30.11 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":173367,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81753,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4033/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":396211,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36498.htm"},{"id":81754,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4033/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81752,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4033/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628c75","contributors":{"authors":[{"text":"Anderson, H. W. Jr.","contributorId":11187,"corporation":false,"usgs":true,"family":"Anderson","given":"H.","suffix":"Jr.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":229769,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44438,"text":"wri864014 - 1986 - Water level and saturated thickness maps of the alluvial aquifer in eastern Arkansas, 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:10:31","indexId":"wri864014","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4014","title":"Water level and saturated thickness maps of the alluvial aquifer in eastern Arkansas, 1984","docAbstract":"The Mississippi River Valley alluvial aquifer, is a major source of water for most of eastern Arkansas. Agriculture is largely dependent on the aquifer as approximately 3.3 billion gallon per day are withdrawn for that purpose. Much smaller withdrawals also occur for industrial, public supply, and domestic use. The purpose of the report is to illustrate, using the spring and fall potentiometric surface maps, the water levels in the alluvial aquifer under pre-pumping and post-pumping conditions, respectively, and to illustrate, using the depth-to-water and saturated thickness maps, the effect of heavy pumpage in the alluvial aquifer. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri864014","usgsCitation":"Plafcan, M., and Edds, J., 1986, Water level and saturated thickness maps of the alluvial aquifer in eastern Arkansas, 1984: U.S. Geological Survey Water-Resources Investigations Report 86-4014, 4 maps on 1 sheet : col. ; 78 x 46 cm. and smaller, sheet 98 x 107 cm., https://doi.org/10.3133/wri864014.","productDescription":"4 maps on 1 sheet : col. ; 78 x 46 cm. and smaller, sheet 98 x 107 cm.","costCenters":[],"links":[{"id":173366,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81751,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4014/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa12f","contributors":{"authors":[{"text":"Plafcan, Maria","contributorId":20338,"corporation":false,"usgs":true,"family":"Plafcan","given":"Maria","email":"","affiliations":[],"preferred":false,"id":229767,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Edds, Joe","contributorId":48532,"corporation":false,"usgs":true,"family":"Edds","given":"Joe","email":"","affiliations":[],"preferred":false,"id":229768,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44493,"text":"wri844153 - 1986 - Hydrogeologic and water-quality characteristics of the Cretaceous aquifer, southwestern Minnesota","interactions":[],"lastModifiedDate":"2022-02-02T23:00:26.240537","indexId":"wri844153","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4153","title":"Hydrogeologic and water-quality characteristics of the Cretaceous aquifer, southwestern Minnesota","docAbstract":"

The Cretaceous aquifer in southwest Minnesota consists of discontinuous, basal sandstone beds in the Dakota Formation and the overlying Codell Sandstone Member of the Carlile Shale of the Colorado Group. These sandstone beds are not laterally or vertically persistent throughout the area and generally are separated shale beds in the Dakota Formation and in the overlying Colorado Group of Cretaceous age. Water in the Cretaceous aquifer is confined by overlying shale and by overlying till as much as 700 feet thick. Locally where the drift is permeable and thin and where the shale is missing, water in the aquifer is unconfined. Groundwater moves away from the Sioux Quartzite Ridge north toward the Minnesota River, south toward Iowa, and eastward toward the Mississippi River. Recharge to the aquifer primarily is by infiltration of precipitation that percolates through the overlying drift and underflow in the aquifer from South Dakota.

\n

Water in the Cretaceous aquifer consists of five chemical types based on predominant ions; including calcium-magnesium bicarbonate, calcium-magnesium sulfate, sodium chloride, sodium bicarbonate, and sodium sulfate type waters. Dissolved-solids, chloride, and sulfate concentrations in the aquifer locally exceed standards recommended by the U.S. Environmental Protection Agency for public supplies, particularly in areas southwest of the Minnesota River.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844153","collaboration":"Prepared in cooperation with the U.S. Geological Survey","usgsCitation":"Woodward, D.G., and Anderson, H.W., 1986, Hydrogeologic and water-quality characteristics of the Cretaceous aquifer, southwestern Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4153, 2 Plates: 34.03 x 42.18 inches and 34.28 x 41.83 inches, https://doi.org/10.3133/wri844153.","productDescription":"2 Plates: 34.03 x 42.18 inches and 34.28 x 41.83 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":134726,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":395328,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36026.htm"},{"id":81855,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4153/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81854,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4153/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.58154296875,\n 43.504736854976954\n ],\n [\n -96.4434814453125,\n 43.50075243569041\n ],\n [\n -96.45996093749999,\n 45.30580259943578\n ],\n [\n -96.4764404296875,\n 45.34056313889858\n ],\n [\n -96.492919921875,\n 45.36758436884978\n ],\n [\n -96.55334472656249,\n 45.38301927899065\n ],\n [\n -96.61376953125,\n 45.40230699238177\n ],\n [\n -96.6961669921875,\n 45.41002023463975\n ],\n [\n -96.7291259765625,\n 45.463983441272745\n ],\n [\n -96.7510986328125,\n 45.4947963896697\n ],\n [\n -96.8060302734375,\n 45.54867850352087\n ],\n [\n -96.8389892578125,\n 45.590978249451936\n ],\n [\n -96.844482421875,\n 45.625563438215956\n ],\n [\n -96.8060302734375,\n 45.68315803253308\n ],\n [\n -96.712646484375,\n 45.7176863579072\n ],\n [\n -96.6357421875,\n 45.77901739936284\n ],\n [\n -96.56982421875,\n 45.832626782661556\n ],\n [\n -96.558837890625,\n 45.89383147810292\n ],\n [\n -96.5643310546875,\n 45.93969078234\n ],\n [\n -96.317138671875,\n 45.94351068030587\n ],\n [\n -96.31164550781249,\n 45.74836030216746\n ],\n [\n -94.1802978515625,\n 45.7176863579072\n ],\n [\n -94.185791015625,\n 45.66012730272194\n ],\n [\n -94.1693115234375,\n 45.6101948758674\n ],\n [\n -94.141845703125,\n 45.583289756006316\n ],\n [\n -94.13635253906249,\n 45.56021795715051\n ],\n [\n -93.5321044921875,\n 45.54867850352087\n ],\n [\n -93.52111816406249,\n 45.28648197278284\n ],\n [\n -93.5321044921875,\n 45.259422036351694\n ],\n [\n -93.5870361328125,\n 45.22461173085719\n ],\n [\n -93.6309814453125,\n 45.20913363773731\n ],\n [\n -93.636474609375,\n 45.182036837015886\n ],\n [\n -93.6859130859375,\n 45.1510532655634\n ],\n [\n -93.7518310546875,\n 45.11230010229608\n ],\n [\n -93.7957763671875,\n 45.023067895446175\n ],\n [\n -93.91113281249999,\n 45.01530198999212\n ],\n [\n -93.9166259765625,\n 44.77013681219717\n ],\n [\n -93.790283203125,\n 44.750634493861064\n ],\n [\n -93.779296875,\n 44.72332018895825\n ],\n [\n -93.6749267578125,\n 44.71941709214612\n ],\n [\n -93.6968994140625,\n 44.67646564865964\n ],\n [\n -93.812255859375,\n 44.64129986075226\n ],\n [\n -93.8671875,\n 44.61784415342067\n ],\n [\n -93.878173828125,\n 44.555249259710656\n ],\n [\n -93.8726806640625,\n 44.50825885600572\n ],\n [\n -93.922119140625,\n 44.4808302785626\n ],\n [\n -93.9385986328125,\n 44.429857265397246\n ],\n [\n -93.93310546875,\n 44.382765762252404\n ],\n [\n -93.93310546875,\n 44.33956524809713\n ],\n [\n -94.00451660156249,\n 44.3002644115815\n ],\n [\n -94.02099609375,\n 44.24913396886894\n ],\n [\n -94.02099609375,\n 44.20583500104184\n ],\n [\n -93.7847900390625,\n 44.17826452922576\n ],\n [\n -93.790283203125,\n 43.8899753738369\n ],\n [\n -93.6199951171875,\n 43.88205730390537\n ],\n [\n -93.58154296875,\n 43.504736854976954\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db61015f","contributors":{"authors":[{"text":"Woodward, D. G.","contributorId":106458,"corporation":false,"usgs":true,"family":"Woodward","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":229874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, H. W. Jr.","contributorId":11187,"corporation":false,"usgs":true,"family":"Anderson","given":"H.","suffix":"Jr.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":229873,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11981,"text":"ofr86477 - 1986 - Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982","interactions":[],"lastModifiedDate":"2017-09-11T15:53:29","indexId":"ofr86477","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-477","title":"Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982","docAbstract":"

Research on the hydrology of the Cottonwood Lake area, Stutsman County, North Dakota, includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer evaporation studies, including: water-surface temperature, sediment temperature dry-bulb and wet-bulb air temperatures, vapor pressure at and above the water surface, wind speed, and short- and long-wave radiation. Data were collected at raft and land stations.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr86477","usgsCitation":"Sturrock, A., Hanson, B., Scarborough, J., and Winter, T.C., 1986, Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982: U.S. Geological Survey Open-File Report 86-477, iii, 24 p., https://doi.org/10.3133/ofr86477.","productDescription":"iii, 24 p.","costCenters":[{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":143763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0477/report-thumb.jpg"},{"id":39974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0477/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49bee4b07f02db5d139b","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":164509,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanson, B.A.","contributorId":40553,"corporation":false,"usgs":true,"family":"Hanson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":164510,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scarborough, J.L.","contributorId":94673,"corporation":false,"usgs":true,"family":"Scarborough","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":164511,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164508,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":28425,"text":"wri864015 - 1986 - Geohydrology of rocks penetrated by test well USW G-4, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri864015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4015","title":"Geohydrology of rocks penetrated by test well USW G-4, Yucca Mountain, Nye County, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864015","usgsCitation":"Lobmeyer, D., 1986, Geohydrology of rocks penetrated by test well USW G-4, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 86-4015, iv, 38 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864015.","productDescription":"iv, 38 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121727,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4015/report-thumb.jpg"},{"id":57228,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a86","contributors":{"authors":[{"text":"Lobmeyer, D.H.","contributorId":106502,"corporation":false,"usgs":true,"family":"Lobmeyer","given":"D.H.","affiliations":[],"preferred":false,"id":199774,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44437,"text":"wri864010 - 1986 - Configuration and hydrology of the Pre-Cretaceous rocks underlying the southeastern Coastal Plain aquifer system","interactions":[],"lastModifiedDate":"2012-02-02T00:10:31","indexId":"wri864010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4010","title":"Configuration and hydrology of the Pre-Cretaceous rocks underlying the southeastern Coastal Plain aquifer system","docAbstract":"An investigation was conduced to define the configuration and hydrology of the rock surface upon which the sand aquifers and confining beds of the Southeastern Coastal Plain aquifer system were deposited. The base of the Southeastern Coastal Plain aquifer system consists of crystalline rocks, saprolite, Paleozoic rocks, Triassic sedimentary rocks (some of which are intruded by basalt), and Jurassic sedimentary rocks. The permeability of these rocks is extremely low and little exchange of water occurs upward to the overlying Cretaceous aquifers. Porosity values are in the range of 10% or less in some of the rocks, indicating little water is stored in them. The transmissivity values are extremely low, indicating very slow movement of water in these rocks. The small volume of water moving at a very slow rate has a long residence time and is usually mineralized to a greater degree than water in the more permeable overlying sediments. (Peters-PTT)","language":"ENGLISH","doi":"10.3133/wri864010","usgsCitation":"Wait, R.L., and Davis, M.E., 1986, Configuration and hydrology of the Pre-Cretaceous rocks underlying the southeastern Coastal Plain aquifer system: U.S. Geological Survey Water-Resources Investigations Report 86-4010, 1 map : col. ; 35 x 60 cm., on sheet 80 x 79 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864010.","productDescription":"1 map : col. ; 35 x 60 cm., on sheet 80 x 79 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":173280,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4010/report-thumb.jpg"},{"id":81750,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3499","contributors":{"authors":[{"text":"Wait, Robert L.","contributorId":12839,"corporation":false,"usgs":true,"family":"Wait","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":229765,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, Marvin E.","contributorId":36553,"corporation":false,"usgs":true,"family":"Davis","given":"Marvin","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":229766,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1185,"text":"wsp2289 - 1986 - Artesian pressures and water quality in Paleozoic aquifers in the Ten Sleep area of the Bighorn Basin, north-central Wyoming","interactions":[{"subject":{"id":13161,"text":"ofr84621 - 1985 - Artesian pressures and water quality in Paleozoic aquifers in the Ten Sleep area of the Bighorn Basin, north-central Wyoming","indexId":"ofr84621","publicationYear":"1985","noYear":false,"title":"Artesian pressures and water quality in Paleozoic aquifers in the Ten Sleep area of the Bighorn Basin, north-central Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":1185,"text":"wsp2289 - 1986 - Artesian pressures and water quality in Paleozoic aquifers in the Ten Sleep area of the Bighorn Basin, north-central Wyoming","indexId":"wsp2289","publicationYear":"1986","noYear":false,"title":"Artesian pressures and water quality in Paleozoic aquifers in the Ten Sleep area of the Bighorn Basin, north-central Wyoming"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp2289","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2289","title":"Artesian pressures and water quality in Paleozoic aquifers in the Ten Sleep area of the Bighorn Basin, north-central Wyoming","docAbstract":"The major Paleozoic artesian aquifers, the aquifers most favorable for continued development, in the Ten Sleep area of the Bighorn Basin of Wyoming are the Tensleep Sandstone, the Madison Limestone and Bighorn Dolomite (Madison-Bighorn aquifer), and the Flathead Sandstone. The minor aquifers include the Goose Egg and Park City Formations (considered in the Ten Sleep area to be the lateral equivalent of the Phosphoria Formation) and the Amsden Formation. Most wells completed in the major and minor aquifers flow at the land surface. Wellhead pressures generally are less than 50 pounds per square inch for the Tensleep Sandstone, 150-250 pounds per square inch for the Madison-Bighorn aquifer, and more than 400 pounds per square inch for the Flathead Sandstone. Flowing wells completed in the Madison-Bighorn aquifer and the Flathead Sandstone yield more than 1,000 gallons per minute. The initial test of one well completed in the Madison-Bighorn aquifer indicated a flow rate of 14,000 gallons per minute. Transmissivities range from 500 to 1,900 feet squared per day for the Madison-Bighorn aquifer and from about 90 to 325 feet squared per day for the Tensleep and Flathead Sandstones. \r\n\r\nSignificant secondary permeability from fracturing in the Paleozoic aquifers allows local upward interformational movement of water, and this affects the altitude of the potentiometric surfaces of the Tensleep Sandstone and the Madison-Bighorn aquifer. Water moves upward from the Tensleep and other formations, through the Goose Egg Formation, to discharge at the land surface as springs. Much of the spring flow is diverted for irrigation or is used for rearing fish. \r\n\r\nDecreases from original well pressures were not apparent in wells completed in the Tensleep Sandstone or in the Madison-Bighorn aquifer in the study area except for a few wells in or near the town of Ten Sleep. Most wells completed in the Flathead Sandstone, which also are open to the Madison-Bighorn aquifer, show a decrease of pressure from the time of completion to 1978. The decrease of pressure is partly the result of water moving from the Flathead Sandstone into the Madison-Bighorn aquifer, which has a lower potentiometric surface than does the Flathead Sandstone, even during the time the wells are not in operation. Pressure in some small-capacity wells completed in the Goose Egg Formation also has decreased near Ten Sleep. Most of the wells, particularly the irrigation wells, show a progressive decrease in pressure during the irrigation season but recover during periods of nonuse. Measurements of the pressure were made principally in 1953, 1962, 1970, and 1975-78. \r\n\r\nWell water from the Paleozoic aquifers generally contains minimal concentrations of dissolved solids and individual constituents but excessive hardness. Dissolved-solids concentrations of water are less than 300 milligrams per liter in the Tensleep Sandstone and the Madison-Bighorn aquifer, less than 200 milligrams per liter in the Flathead Sandstone, and as much as 450 milligrams per liter in the Goose Egg Formation. Bicarbonate is the major constituent, followed by calcium and magnesium. Relatively large concentrations of sulfate, as much as 490 milligrams per liter, were found, mainly in water from the Goose Egg Formation. The water has low sodium (alkali) and medium salinity; therefore, the water is satisfactory for irrigation and most other uses, if excessive hardness is not a detrimental factor. \r\n\r\nWellhead temperatures range from 11 ? to 27.5 ? Celsius (51 ? to 81.5 ? Fahrenheit) within a range in depth of approximately 250 to 4,000 feet. This gives a geothermal gradient of about 0.44 ? Celsius per 100 feet (0.79 ? Fahrenheit per 100 feet).","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2289","usgsCitation":"Cooley, M.E., 1986, Artesian pressures and water quality in Paleozoic aquifers in the Ten Sleep area of the Bighorn Basin, north-central Wyoming: U.S. Geological Survey Water Supply Paper 2289, iv, 54 p. :ill., maps ;28 cm.; 5 plates in pocket, https://doi.org/10.3133/wsp2289.","productDescription":"iv, 54 p. :ill., maps ;28 cm.; 5 plates in pocket","costCenters":[],"links":[{"id":138030,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2289/report-thumb.jpg"},{"id":26042,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2289/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26043,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2289/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26044,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2289/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26045,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2289/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26046,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2289/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26047,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2289/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48c9e4b07f02db542320","contributors":{"authors":[{"text":"Cooley, Maurice E.","contributorId":8077,"corporation":false,"usgs":true,"family":"Cooley","given":"Maurice","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143318,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44490,"text":"wri844111 - 1986 - Hydrogeologic and water-quality characteristics of the Red River-Winnipeg aquifer northwestern Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T11:26:08","indexId":"wri844111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4111","title":"Hydrogeologic and water-quality characteristics of the Red River-Winnipeg aquifer northwestern Minnesota","docAbstract":"

The Red River-Winnipeg aquifer of Ordovician age occupies a depression in the Proterozoic crystalline bedrock of northwestern Minnesota. The Winnipeg Formation, which underlies the Red River Formation, consists of two units: A lower shaley mudstone and an upper medium-grained sandstone. The Red River Formation consists of a lower dolomitic, dark-gray limestone and upper, slightly less-dolomitic, limestone. A porous zone at the top of the upper limestone yields most of the water to wells in the Red River-Winnipeg aquifer.

\n

Ground water generally flows eastward through the aquifer from North Dakota and discharges upward to wells and to overlying deposits. Yields of wells open to the full thickness of the aquifer range from 100 t 250 gallons per minute. The water is unsuitable for most uses because of the high mineral content. Dissolved-solids concentrations range from about 3,000 milligrams per liter in the eastern part of the aquifer to about 60,000 milligrams per liter in the northwestern corner of Minnesota.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844111","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Ruhl, J.F., and Adolphson, D.G., 1986, Hydrogeologic and water-quality characteristics of the Red River-Winnipeg aquifer northwestern Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4111, 2 Plates: 36.02 x 29.44 inches and 36.23 x 30.42 inches, https://doi.org/10.3133/wri844111.","productDescription":"2 Plates: 36.02 x 29.44 inches and 36.23 x 30.42 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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F.","contributorId":81866,"corporation":false,"usgs":true,"family":"Ruhl","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":229867,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adolphson, D. G.","contributorId":106081,"corporation":false,"usgs":true,"family":"Adolphson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":229868,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44445,"text":"wri864059 - 1986 - Generalized potentiometric surface of the Catahoula aquifer in central Louisiana, 1980","interactions":[],"lastModifiedDate":"2019-08-20T09:41:43","indexId":"wri864059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4059","title":"Generalized potentiometric surface of the Catahoula aquifer in central Louisiana, 1980","docAbstract":"Generalized contours of the altitude of water levels in wells completed in the Catahoula aquifer in central Louisiana, are illustrated by this map. Most water level measurements used in compiling the map were made in 1980; however, in parts of the State where water levels from 1980 were unavailable and where evidence indicated little change in water level, some measurements from as early as 1961 and as late as 1982 were used. Groundwater levels in and near the outcrop areas fluctuate 2 ft or less yearly and no significant long-term declines have occurred. The slow downward trend in water level altitude since early 1976 may be caused by pumpage from the Catahoula aquifer by a rural water system approximately 3 miles away. Recharge to the Catahoula aquifer occurs by rainfall on the upland outcrop-subcrop areas. Saltwater occurs throughout the Catahoula aquifer downgradient from the outcrop area. The ' approximate limit of freshwater ' line on the map indicates the downgradient limit of water with a concentration of chloride < 250 mg/L; the line was determined using water quality data and analysis of resistivity curves from geophysical well logs. Water from the Catahoula aquifer is used for municipal, industrial, and domestic purposes. Total pumpage from the aquifer in Louisiana was slightly over 1.1 million gallons/day in 1980. Local cones of depression result from pumpage just east of Anacoco in Vernon Parish and northwest of Jonesville in Catahoula Parish. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri864059","usgsCitation":"Martin, A., and Whiteman, C.D., 1986, Generalized potentiometric surface of the Catahoula aquifer in central Louisiana, 1980: U.S. Geological Survey Water-Resources Investigations Report 86-4059, 1 Plate: 35.86 x 22.96 inches, https://doi.org/10.3133/wri864059.","productDescription":"1 Plate: 35.86 x 22.96 inches","costCenters":[],"links":[{"id":366594,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4059/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173742,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4059/report-thumb.jpg"}],"country":"United States","state":"Louisiana","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aecc1","contributors":{"authors":[{"text":"Martin, Angel Jr.","contributorId":42571,"corporation":false,"usgs":true,"family":"Martin","given":"Angel","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":229777,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Whiteman, Charles D. Jr.","contributorId":108081,"corporation":false,"usgs":true,"family":"Whiteman","given":"Charles","suffix":"Jr.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":229778,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30132,"text":"wri864006 - 1986 - Natural flow and water consumption in the Milk River basin, Montana and Alberta, Canada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri864006","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4006","title":"Natural flow and water consumption in the Milk River basin, Montana and Alberta, Canada","docAbstract":"A study was conducted to determine the differences between natural and nonnatural Milk River streamflow, to delineate and quantify the types and effects of water consumption on streamflow, and to refine the current computation procedure into one which computes and apportions natural flow. Water consumption consists principally of irrigated agriculture, municipal use, and evapotranspiration. Mean daily water consumption by irrigation ranged from 10 cu ft/sec to 26 cu ft/sec in the Canada part and from 6 cu ft/sec to 41 cu ft/sec in the US part. Two Canadian municipalities consume about 320 acre-ft and one US municipality consumes about 20 acre-ft yearly. Evaporation from the water surface comprises 80% 0 90% of the flow reduction in the Milk River attributed to total evapotranspiration. The current water-budget approach for computing natural flow of the Milk River where it reenters the US was refined into an interim procedure which includes allowances for man-induced consumption and a method for apportioning computed natural flow between the US and Canada. The refined procedure is considered interim because further study of flow routing, tributary inflow, and man-induced consumption is needed before a more accurate procedure for computing natural flow can be developed. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864006","usgsCitation":"Thompson, R., 1986, Natural flow and water consumption in the Milk River basin, Montana and Alberta, Canada: U.S. Geological Survey Water-Resources Investigations Report 86-4006, v, 40 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864006.","productDescription":"v, 40 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124283,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4006/report-thumb.jpg"},{"id":58937,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4006/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db69826c","contributors":{"authors":[{"text":"Thompson, R.E.","contributorId":15665,"corporation":false,"usgs":true,"family":"Thompson","given":"R.E.","affiliations":[],"preferred":false,"id":202733,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65315,"text":"i1781 - 1986 - Controlled photomosaic of part of the Elysium Mons Region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:20","indexId":"i1781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"1781","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Elysium Mons Region of Mars","language":"ENGLISH","doi":"10.3133/i1781","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Controlled photomosaic of part of the Elysium Mons Region of Mars: U.S. Geological Survey IMAP 1781, 1 remote-sensing image ;61 x 55 cm., on sheet 97 x 62 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1781.","productDescription":"1 remote-sensing image ;61 x 55 cm., on sheet 97 x 62 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":188882,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100881,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1781/plate-1.pdf","size":"8636","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a822","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":533702,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30078,"text":"wri864011 - 1986 - Simulation of mine drainage for preliminary development of oil shale and associated minerals, Piceance basin, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri864011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4011","title":"Simulation of mine drainage for preliminary development of oil shale and associated minerals, Piceance basin, northwestern Colorado","docAbstract":"The Piceance basin of northwestern Colorado contains large resources of oil shale, nahcolite, and dawsonite. Development of these minerals will require drainage of water from mines. A six-layer hydrologic model of the basin was prepared to simulate mine drainage for mineral development. Streams and major tributaries were simulated as head-dependent nodes. Stream nodes were gaining or losing, but the rate of loss was constrained by the leakance of the streambed and the stream stage. Springs also were simulated as head-dependent nodes that stop flowing if the aquifer head declines below the spring orifice. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864011","usgsCitation":"Taylor, O., 1986, Simulation of mine drainage for preliminary development of oil shale and associated minerals, Piceance basin, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 86-4011, iv, 25 p. :ill., maps ;28 cm. 1 over-size sheet, https://doi.org/10.3133/wri864011.","productDescription":"iv, 25 p. :ill., maps ;28 cm. 1 over-size sheet","costCenters":[],"links":[{"id":159509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4011/report-thumb.jpg"},{"id":58888,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4011/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58889,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f22c6","contributors":{"authors":[{"text":"Taylor, O. 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No abstract available.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86401W","usgsCitation":"Cruz, R.R., 1986, Annual water-resources review, White Sands Missile Range, New Mexico, 1985: U.S. Geological Survey Open-File Report 86-401, iv, 21 p. , https://doi.org/10.3133/ofr86401W.","productDescription":"iv, 21 p. ","costCenters":[],"links":[{"id":146113,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0401-w/report-thumb.jpg"},{"id":374715,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0401-w/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","otherGeospatial":"White Sands Missile Range","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -107.20458984375,\n 32.01739159980399\n ],\n [\n -105.88623046874999,\n 32.01739159980399\n ],\n [\n -105.88623046874999,\n 32.648625783736726\n ],\n [\n -107.20458984375,\n 32.648625783736726\n ],\n [\n -107.20458984375,\n 32.01739159980399\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b74e","contributors":{"authors":[{"text":"Cruz, R. R.","contributorId":97496,"corporation":false,"usgs":true,"family":"Cruz","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":167425,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":16150,"text":"ofr85563 - 1986 - Water quality of the Charlotte Harbor estuarine system, Florida, November 1982 through October 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:07:17","indexId":"ofr85563","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-563","title":"Water quality of the Charlotte Harbor estuarine system, Florida, November 1982 through October 1984","docAbstract":"The U.S. Geological Survey is conducting a multidisciplinary, 7-year study of the Charlotte Harbor estuarine system in southwest Florida. A large part of the study is devoted to the collection, analysis, and interpretation of water quality data, including physical, chemical, and biological characteristics. This report presents the water quality and bottom sediment data collected during the first 2 years of sample collection, November 1982 through October 1984. The variables measured include nutrients, major ions, trace metals, radiochemicals, pesticides and other organic compounds, chlorophyll, temperature , oxygen, specific conductance, water transparency, and sediment grain size analysis. The report also outlines the methods of data collection and analysis and provides information on sample locations and frequency of sampling. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85563","usgsCitation":"Stoker, Y., 1986, Water quality of the Charlotte Harbor estuarine system, Florida, November 1982 through October 1984: U.S. Geological Survey Open-File Report 85-563, vi, 213 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85563.","productDescription":"vi, 213 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":150257,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0563/report-thumb.jpg"},{"id":45072,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0563/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b3e4b07f02db5c98d9","contributors":{"authors":[{"text":"Stoker, Y.E.","contributorId":13253,"corporation":false,"usgs":true,"family":"Stoker","given":"Y.E.","email":"","affiliations":[],"preferred":false,"id":172325,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30437,"text":"wri854294 - 1986 - Plan of study for the regional aquifer-system analysis of the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4294","title":"Plan of study for the regional aquifer-system analysis of the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah","docAbstract":"The San Juan structural basin is an 18,000 sq mi area that contains several extensive aquifers. The basin includes three surface drainage basins and parts of New Mexico, Colorado, Arizona, and Utah. Surface water in the area is fully appropriated, and the steadily increasing demand for groundwater has resulted in water supply concerns. Competition is great between mining and electric power companies, municipalities, and Indian communities for the limited groundwater supplies. This report outlines a 4-year plan for a study of the regional aquifer system in the San Juan structural basin. The purposes of the study are to define and understand the aquifer system; to assess the effects of groundwater use on the aquifers and streams; and to determine the availability and quality of groundwater in the basin. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854294","usgsCitation":"Welder, G.E., 1986, Plan of study for the regional aquifer-system analysis of the San Juan structural basin, New Mexico, Colorado, Arizona, and Utah: U.S. Geological Survey Water-Resources Investigations Report 85-4294, iv, 23 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854294.","productDescription":"iv, 23 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126510,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4294/report-thumb.jpg"},{"id":59215,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4294/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684fe5","contributors":{"authors":[{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203248,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30196,"text":"wri854278 - 1986 - Three-dimensional steady-state simulation of flow in the sand-and-gravel aquifer, southern Escambia County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri854278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4278","title":"Three-dimensional steady-state simulation of flow in the sand-and-gravel aquifer, southern Escambia County, Florida","docAbstract":"The sand-and-gravel aquifer is the only freshwater aquifer in southern Escambia County, Florida and is the source of public water supply for the area, including the City of Pensacola. The aquifer was simulated by a two-layer, digital model to provide hydrologic information for water resource planning. The lower layer represents the main-producing zone; the upper layer represents all of the aquifer above the main-producing zone including an unconfined zone and discontinuous perched, confined , and confining zones. The model was designed for steady-state simulation and predicts the response of the aquifer (changes in water levels) to groundwater pumping where steady-state conditions have been reached. Input to the model includes matrices representing constant-head nodes, starting head, transmissivity of layer 1, leakance between layers 1 and 2, lateral hydraulic conductivity of layer 2, and altitude of the base layer 2. The sources of water to the model are from recharge by infiltrated precipitation (estimated from base runoff), inflow across boundaries, and induced recharge from river leakance in periods of prolonged groundwater pumping. Model output includes final head and drawdown for each layer and total values for discharge and recharge in the model area. The model was calibrated for 1972 pumping and tested by simulating pumpages during 1939-40, 1958, and 1977. Sensitivity analyses showed water levels in both layers were most sensitive to changes in the recharge matrix and least sensitive to river leakage. Suggestions for further development of the model include subdivision and expansion of the grid, assignment of storage coefficients for transient simulations, more intensive study of the stream-aquifer relations, and consideration of the effects of infiltration basins on recharge. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854278","usgsCitation":"Trapp, H., and Geiger, L., 1986, Three-dimensional steady-state simulation of flow in the sand-and-gravel aquifer, southern Escambia County, Florida: U.S. Geological Survey Water-Resources Investigations Report 85-4278, v, 149 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854278.","productDescription":"v, 149 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4278/report-thumb.jpg"},{"id":58988,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4278/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9b76","contributors":{"authors":[{"text":"Trapp, Henry","contributorId":107693,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","affiliations":[],"preferred":false,"id":202844,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Geiger, L.H.","contributorId":88761,"corporation":false,"usgs":true,"family":"Geiger","given":"L.H.","email":"","affiliations":[],"preferred":false,"id":202843,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15903,"text":"ofr86307 - 1986 - Guide to user modification of a three-dimensional digital ground-water model for Salt Lake Valley, Utah","interactions":[],"lastModifiedDate":"2022-11-01T19:07:57.514397","indexId":"ofr86307","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-307","title":"Guide to user modification of a three-dimensional digital ground-water model for Salt Lake Valley, Utah","docAbstract":"

A digital-computer model was calibrated to simulate, in three dimensions, the ground-water flow in the principal and shallow-unconfined aquifers in Salt Lake Valley, Utah. The model can be used to predict water-level and waterbudget changes that would be caused by changes in well recharge or discharge. This report shows how a user can revise the input data so that recharging or discharging wells may be simulated and how stress-period intervals can be varied to simulate different periods of recharge or discharge.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr86307","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources","usgsCitation":"Seiler, R.L., and Waddell, K., 1986, Guide to user modification of a three-dimensional digital ground-water model for Salt Lake Valley, Utah: U.S. Geological Survey Open-File Report 86-307, Report: iv, 13 p.; Plate: 17.58 in. x 21.55 inches, https://doi.org/10.3133/ofr86307.","productDescription":"Report: iv, 13 p.; Plate: 17.58 in. x 21.55 inches","numberOfPages":"16","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":44885,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0307/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":44886,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0307/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":409007,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16998.htm","linkFileType":{"id":5,"text":"html"}},{"id":150214,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0307/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Salt Lake Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -112.19540041154342,\n 40.88370704900959\n ],\n [\n -112.19540041154342,\n 40.399033913978286\n ],\n [\n -111.78769401167678,\n 40.399033913978286\n ],\n [\n -111.78769401167678,\n 40.88370704900959\n ],\n [\n -112.19540041154342,\n 40.88370704900959\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a83e4b07f02db64b76d","contributors":{"authors":[{"text":"Seiler, R. L.","contributorId":87546,"corporation":false,"usgs":true,"family":"Seiler","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":171909,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":171908,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":16099,"text":"ofr86166 - 1986 - U-Pb isotopic evidence for accretion of a continental microplate in the Zalm region of the Saudi Arabian Shield","interactions":[],"lastModifiedDate":"2015-09-02T18:49:06","indexId":"ofr86166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-166","title":"U-Pb isotopic evidence for accretion of a continental microplate in the Zalm region of the Saudi Arabian Shield","docAbstract":"

The region covered by this work includes three of the main tectonic units of the Arabian Shield: the Afif continental terrane, the Nabitah suture with its associated mobile belt, and the Asir ensimatic arc terrane. The geology of the area is well understood, and this geochronologic and isotopic study confirms that the Afif terrane was a continental microplate in the late Proterozoic. The study also provides a time frame for the crustal evolution of this part of the Shield. U-Pb zircon age data from a pelitic garnet-sillimanite gneiss of the Kabid formation shows that this part of the continental basement in the Afif terrane may be as old as 1830 Ma. Isotope data indicate that lead from the Kabid gneiss resided in the upper continental crust for a long period before 1830 Ma, and require that Archean rocks exist at depth beneath the Afif terrane.

\n

Lead isotope data reveal a change in the nature of the underlying crust, from continental basement in the northeast, to less radiogenic, marginal arc rocks in the southwest. This change is coincident with both aeromagnetic data, and a fades change within a pre-collision marginal basin. Miogeosynclinal continental shelf fades of the Siham group lie unconcormably over the Kabid formation, and are in the area of continental lead signatures. Eugeosynclinal deep water sediments and volcanics, in association with ultramafic rocks, occur in the area of marginal arc signatures.

\n

U-Pb zircon age determinations show that this \"Andean\" continental margin developed before about 720 Ma, and emplacement of calc-alkaline plutonic rocks continued until about 690 Ma. During the period 690-640 Ma, the continental Afif microplate collided with the Asir terrane as part of the Nabitah orogeny. At approximately 640 Ma ago, the Najd strike-slip orogen commenced with a dextral phase that controlled the emplacement of granitic plutons as well as the development of a series of large pull-apart grabens. Some of these grabens were floored by new oceanic crust and were filled with volcano-sedimentary rocks of the Bani Ghayy group. Subsequently, the Najd fault system changed to sinistral strike slip motion at about 620 Ma ago.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86166","usgsCitation":"Stacey, J.S., and Agar, R., 1986, U-Pb isotopic evidence for accretion of a continental microplate in the Zalm region of the Saudi Arabian Shield: U.S. Geological Survey Open-File Report 86-166, ii, 2p. :ill., map ;28 cm., https://doi.org/10.3133/ofr86166.","productDescription":"ii, 2p. :ill., map ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":149093,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0166/report-thumb.jpg"},{"id":45021,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0166/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Saudi Arabia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 35,\n 28\n ],\n [\n 35,\n 16\n ],\n [\n 45,\n 16\n ],\n [\n 45,\n 28\n ],\n [\n 35,\n 28\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db62375f","contributors":{"authors":[{"text":"Stacey, J. S.","contributorId":72785,"corporation":false,"usgs":true,"family":"Stacey","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":172232,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Agar, R.A.","contributorId":13645,"corporation":false,"usgs":true,"family":"Agar","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":172231,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29958,"text":"wri854343 - 1986 - Cost-effectiveness of the U.S. Geological Survey stream-gaging program in Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri854343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4343","title":"Cost-effectiveness of the U.S. Geological Survey stream-gaging program in Indiana","docAbstract":"Analysis of the stream gaging program in Indiana was divided into three phases. The first phase involved collecting information concerning the data need and the funding source for each of the 173 surface water stations in Indiana. The second phase used alternate methods to produce streamflow records at selected sites. Statistical models were used to generate stream flow data for three gaging stations. In addition, flow routing models were used at two of the sites. Daily discharges produced from models did not meet the established accuracy criteria and, therefore, these methods should not replace stream gaging procedures at those gaging stations. The third phase of the study determined the uncertainty of the rating and the error at individual gaging stations, and optimized travel routes and frequency of visits to gaging stations. The annual budget, in 1983 dollars, for operating the stream gaging program in Indiana is $823,000. The average standard error of instantaneous discharge for all continuous record gaging stations is 25.3%. A budget of $800,000 could maintain this level of accuracy if stream gaging stations were visited according to phase III results. A minimum budget of $790,000 is required to operate the gaging network. At this budget, the average standard error of instantaneous discharge would be 27.7%. A maximum budget of $1 ,000,000 was simulated in the analysis and the average standard error of instantaneous discharge was reduced to 16.8%. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854343","usgsCitation":"Stewart, J.A., Miller, R.L., and Butch, G., 1986, Cost-effectiveness of the U.S. Geological Survey stream-gaging program in Indiana: U.S. Geological Survey Water-Resources Investigations Report 85-4343, v, 92 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854343.","productDescription":"v, 92 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123218,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4343/report-thumb.jpg"},{"id":58776,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4343/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680952","contributors":{"authors":[{"text":"Stewart, J. A.","contributorId":50158,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202428,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202429,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Butch, G.K.","contributorId":63849,"corporation":false,"usgs":true,"family":"Butch","given":"G.K.","affiliations":[],"preferred":false,"id":202430,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":63766,"text":"gp964 - 1986 - Gravity anomaly map of the United States; Part A: Conterminous United States","interactions":[],"lastModifiedDate":"2021-10-04T18:26:49.699726","indexId":"gp964","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"964","title":"Gravity anomaly map of the United States; Part A: Conterminous United States","docAbstract":"

No abstract available.

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Transmitting Facility, Lualualei, Oahu, Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri854280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4280","title":"Ground-water yield and potential for irrigated agriculture in the area of the Naval Magazine and Radio Transmitting Facility, Lualualei, Oahu, Hawaii","docAbstract":"An estimated additional 2 million gallons per day (mgd) of fresh and slightly brackish water can be developed in Lualualei Valley , Hawaii, for the agricultural outleasing project. Several of these wells could be located in the volcanic aquifer which presently produces water of excellent quality. A secondary line of wells designed to develop water from the Coralline aquifer would capture the flow not captured by the wells in the volcanic aquifer. The chloride concentration of the water pumped from these wells is expected to range between 500 and 1,500 mg/L. The amount of acreage devoted to crops would depend primarily on the water quality and quantity requirements of the type of crops cultivated and on the type of irrigation system employed. The remaining acreage could be allocated for pasture to graze beef cattle. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854280","usgsCitation":"Shade, P., and Takasaki, K., 1986, Ground-water yield and potential for irrigated agriculture in the area of the Naval Magazine and Radio Transmitting Facility, Lualualei, Oahu, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 85-4280, v, 30 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri854280.","productDescription":"v, 30 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":122178,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4280/report-thumb.jpg"},{"id":58504,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4280/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6965d3","contributors":{"authors":[{"text":"Shade, P.J.","contributorId":36599,"corporation":false,"usgs":true,"family":"Shade","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":201939,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Takasaki, K. J.","contributorId":44523,"corporation":false,"usgs":true,"family":"Takasaki","given":"K. J.","affiliations":[],"preferred":false,"id":201940,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29954,"text":"wri864141 - 1986 - Computer programs for computing particle-size statistics of fluvial sediments","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri864141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4141","title":"Computer programs for computing particle-size statistics of fluvial sediments","docAbstract":"Two versions of computer programs for inputing data and computing particle-size statistics of fluvial sediments are presented. The FORTRAN 77 language versions are for use on the Prime computer, and the BASIC language versions are for use on microcomputers. The size-statistics program compute Inman, Trask , and Folk statistical parameters from phi values and sizes determined for 10 specified percent-finer values from inputed size and percent-finer data. The program also determines the percentage gravel, sand, silt, and clay, and the Meyer-Peter effective diameter. Documentation and listings for both versions of the programs are included. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864141","usgsCitation":"Stevens, H., and Hubbell, D.W., 1986, Computer programs for computing particle-size statistics of fluvial sediments: U.S. Geological Survey Water-Resources Investigations Report 86-4141, 71 p. :ill. ;28 cm., https://doi.org/10.3133/wri864141.","productDescription":"71 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":126509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4141/report-thumb.jpg"},{"id":58773,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a9c51","contributors":{"authors":[{"text":"Stevens, H.H.","contributorId":90347,"corporation":false,"usgs":true,"family":"Stevens","given":"H.H.","affiliations":[],"preferred":false,"id":202422,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hubbell, D. W.","contributorId":15997,"corporation":false,"usgs":true,"family":"Hubbell","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202421,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":41220,"text":"ofr86412W - 1986 - Potentiometric surface of the upper Floridan aquifer in central Sumter County, Florida, May 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:10:54","indexId":"ofr86412W","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-412","chapter":"W","title":"Potentiometric surface of the upper Floridan aquifer in central Sumter County, Florida, May 1986","docAbstract":"Potentiometric contours illustrate the altitude at which water levels would stay consistent in tightly cased wells. Springs and wells are also highlighted on this map of the Upper Floridan aquifer in central Sumter County, Florida. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/ofr86412W","usgsCitation":"Bradner, L.A., 1986, Potentiometric surface of the upper Floridan aquifer in central Sumter County, Florida, May 1986: U.S. Geological Survey Open-File Report 86-412, 1 map :photocopy ;73 x 64 cm., on sheet 86 x 78 cm., https://doi.org/10.3133/ofr86412W.","productDescription":"1 map :photocopy ;73 x 64 cm., on sheet 86 x 78 cm.","costCenters":[],"links":[{"id":169162,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79029,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0412w/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682b39","contributors":{"authors":[{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":224671,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":12376,"text":"ofr86490 - 1986 - Water resources activities of the U.S. Geological Survey, Mid-Atlantic District, 1984-1986","interactions":[],"lastModifiedDate":"2012-02-02T00:06:39","indexId":"ofr86490","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"86-490","title":"Water resources activities of the U.S. Geological Survey, Mid-Atlantic District, 1984-1986","docAbstract":"The Mid-Atlantic District of the U.S. Geological Survey, Water Resources Division, includes the States of Delaware, Maryland, and Virginia and the District of Columbia. The water resources program of the Mid-Atlantic District is conducted from offices located at seven sites in the three states. The program consists of two elements: Collection of basic records concerning quantitative and qualitative data for streams, reservoirs, estuaries, and groundwater; and interpretative investigations based on the water facts collected in the basic data activities. The organization and activities of the Mid-Atlantic District are described. Projects that were active during 1984, 1985, or 1986 are summarized with a listing of reports of results of water resources studies in the District that were approved between January 1980 and June 1986. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86490","usgsCitation":"McGreevy, L.J., Hyatt, G., and Cockey, E., 1986, Water resources activities of the U.S. Geological Survey, Mid-Atlantic District, 1984-1986: U.S. Geological Survey Open-File Report 86-490, viii, 129 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86490.","productDescription":"viii, 129 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":145512,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0490/report-thumb.jpg"},{"id":40613,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0490/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b3e4b07f02db5c9894","contributors":{"authors":[{"text":"McGreevy, L. J.","contributorId":108124,"corporation":false,"usgs":true,"family":"McGreevy","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":166029,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hyatt, G.J.","contributorId":48979,"corporation":false,"usgs":true,"family":"Hyatt","given":"G.J.","email":"","affiliations":[],"preferred":false,"id":166027,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cockey, E.J.","contributorId":90739,"corporation":false,"usgs":true,"family":"Cockey","given":"E.J.","email":"","affiliations":[],"preferred":false,"id":166028,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}