{"pageNumber":"1960","pageRowStart":"48975","pageSize":"25","recordCount":68921,"records":[{"id":29743,"text":"wri854106 - 1986 - Measurement of scour-depth near bridge piers","interactions":[],"lastModifiedDate":"2018-04-02T10:44:56","indexId":"wri854106","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":"85-4106","title":"Measurement of scour-depth near bridge piers","docAbstract":"<p>River-bed scour is a major source of damage to bridge piers and bridge abutments. When scour depth exceeds design limits, the supporting material around the footings is washed away and the structure becomes unstable. Equations for predicting scour-depth show a significant lack of agreement so portable equipment for measuring scour is needed.</p>\n<p>This report discusses the design of an instrumented, unmanned boat that (a) can be launched and controlled from a bridge and (b) can be maneuvered in flood flows that reach velocities of 15 feet per second. Calculations indicate the battery-powered propulsive system alone will weigh about 300 pounds and that the craft must be about 15-feet long.</p>\n<p>Because a free-running craft will be undesirably heavy and large, other methods of obtaining scour data are proposed. A tethered craft fitted with a controllable rudder and some methods of measuring scour at a point are presented for future study and development.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Minneapolis, MN","doi":"10.3133/wri854106","collaboration":"Prepared in cooperation with the Federal Highway Association","usgsCitation":"Skinner, J.V., 1986, Measurement of scour-depth near bridge piers: U.S. Geological Survey Water-Resources Investigations Report 85-4106, iv, 33 p., https://doi.org/10.3133/wri854106.","productDescription":"iv, 33 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":124035,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4106/report-thumb.jpg"},{"id":58543,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6111c8","contributors":{"authors":[{"text":"Skinner, J. V.","contributorId":32504,"corporation":false,"usgs":true,"family":"Skinner","given":"J.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":202045,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27633,"text":"wri864092 - 1986 - Evaluation of sampling methods used to estimate irrigation pumpage in Chase, Dundy, and Perkins counties, Nebraska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri864092","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":"86-4092","title":"Evaluation of sampling methods used to estimate irrigation pumpage in Chase, Dundy, and Perkins counties, Nebraska","docAbstract":"Combining estimates of applied irrigation water, determined for selected sample sites, with information on irrigated acreage provides one alternative for developing areal estimates of groundwater pumpage for irrigation. The reliability of this approach was evaluated by comparing estimated pumpage with metered pumpage for two years for a three-county area in southwestern Nebraska. Meters on all irrigation wells in the three counties provided a complete data set for evaluation of equipment and comparison with pumpage estimates. Regression analyses were conducted on discharge, time-of-operation, and pumpage data collected at 52 irrigation sites in 1983 and at 57 irrigation sites in 1984 using data from inline flowmeters as the independent variable. The standard error of the estimate for regression analysis of discharge measurements made using a portable flowmeter was 6.8% of the mean discharge metered by inline flowmeters. The standard error of the estimate for regression analysis of time of operation determined from electric meters was 8.1% of the mean time of operation determined from in-line and 15.1% for engine-hour meters. Sampled pumpage, calculated by multiplying the average discharge obtained from the portable flowmeter by the time of operation obtained from energy or hour meters, was compared with metered pumpage from in-line flowmeters at sample sites. The standard error of the estimate for the regression analysis of sampled pumpage was 10.3% of the mean of the metered pumpage for 1983 and 1984 combined. The difference in the mean of the sampled pumpage and the mean of the metered pumpage was only 1.8% for 1983 and 2.3% for 1984. Estimated pumpage, for each county and for the study area, was calculated by multiplying application (sampled pumpage divided by irrigated acreages at sample sites) by irrigated acreage compiled from Landsat (Land satellite) imagery. Estimated pumpage was compared with total metered pumpage for each county and the study area. Estimated pumpage by county varied from 9% less, to 20% more, than metered pumpage in 1983 and from 0 to 15% more than metered pumpage in 1984. Estimated pumpage for the study area was 11 % more than metered pumpage in 1983 and 5% more than metered pumpage in 1984. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864092","usgsCitation":"Heimes, F., Luckey, R.R., and Stephens, D., 1986, Evaluation of sampling methods used to estimate irrigation pumpage in Chase, Dundy, and Perkins counties, Nebraska: U.S. Geological Survey Water-Resources Investigations Report 86-4092, iv, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864092.","productDescription":"iv, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123332,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4092/report-thumb.jpg"},{"id":56498,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4092/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683696","contributors":{"authors":[{"text":"Heimes, F.J.","contributorId":60654,"corporation":false,"usgs":true,"family":"Heimes","given":"F.J.","affiliations":[],"preferred":false,"id":198448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198449,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stephens, D.M.","contributorId":42970,"corporation":false,"usgs":true,"family":"Stephens","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":198447,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26975,"text":"wri864090 - 1986 - Flood analysis along the Little Missouri River within and adjacent to Theodore Roosevelt National Park, North Dakota","interactions":[],"lastModifiedDate":"2018-03-05T16:15:53","indexId":"wri864090","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":"86-4090","title":"Flood analysis along the Little Missouri River within and adjacent to Theodore Roosevelt National Park, North Dakota","docAbstract":"<p>The Little Missouri River flows through Theodore Roosevelt National Park t which consists of three separate units: South Unit, Elkhorn Ranch Site, and North Unit. The park is located in the Little Missouri badlands. Discharges and water-surface elevations for 100- or 500-year floods or both were computed for selected reaches along the Little Missouri River and three of its tributaries (Knutson Creek, Paddock Creek, and Squaw Creek) within and adjacent to Theodore Roosevelt National Park. The 100- and 500-year flood discharges for the Little Missouri River were determined from streamflow records. The 100-year flood discharges for the three creeks were estimated using a multiple-regression equation based on drainage area and soil-infiltration index. Water-surface elevations were determined by the step-backwater method. The effects of ice jams on water-surface elevations were estimated from streamflow records.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864090","usgsCitation":"Emerson, D.G., and Macek-Rowland, K., 1986, Flood analysis along the Little Missouri River within and adjacent to Theodore Roosevelt National Park, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 86-4090, v, 36 p., https://doi.org/10.3133/wri864090.","productDescription":"v, 36 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":123430,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4090/report-thumb.jpg"},{"id":55863,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cce4b07f02db5441e7","contributors":{"authors":[{"text":"Emerson, Douglas G.","contributorId":40579,"corporation":false,"usgs":true,"family":"Emerson","given":"Douglas","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197346,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Macek-Rowland, Kathleen","contributorId":90321,"corporation":false,"usgs":true,"family":"Macek-Rowland","given":"Kathleen","email":"","affiliations":[],"preferred":false,"id":197347,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28829,"text":"wri854251 - 1986 - Geohydrology of the aquifers that may be affected by the surface mining of coal in the Fruitland Formation in the San Juan Basin, northwestern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri854251","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":"85-4251","title":"Geohydrology of the aquifers that may be affected by the surface mining of coal in the Fruitland Formation in the San Juan Basin, northwestern New Mexico","docAbstract":"A monitoring network of 50 wells was installed from 1975 to 1979 in the surface-mineable coal area. The purpose of the network was to collect hydrologic data and to establish a data base. The hydrologic data consist of water level measurements, water chemistry, and selected aquifer characteristics. The four aquifers considered in this study are: (1) The Pictured Cliffs Sandstone; (2) coal seams and interbedded lithologic units of the Fruitland Formation; (3) overburden of the Kirtland Shale and Fruitland Formation; and (4) the alluvium along the Chaco River and its eastern and northeastern tributaries. Five sites were selected for study. Four of these sites, Western Coal Company 's lease near Fruitland, Bisti West, Kimbeto, and Ojo Encino, have surface-mineable coal. The Chaco River alluvium was selected because it is downstream from anticipated mining activity. The specific conductances of the representative water samples from selected wells in the 4 aquifers in the 5 study areas ranged from 800 to 23,000 microsiemens/cm at 25 C. The dominant cation in all samples was sodium. The water is brackish in the Pictured Cliffs Sandstone and in the coal seams and interbedded lithologic units of the Fruitland Formation. It is fresh to saline in the overburden of the Fruitland Shale and Fruitland Formation, and fresh to brackish in the Chaco River alluvium. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854251","usgsCitation":"Myers, R.G., and Villanueva, E., 1986, Geohydrology of the aquifers that may be affected by the surface mining of coal in the Fruitland Formation in the San Juan Basin, northwestern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 85-4251, vi, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854251.","productDescription":"vi, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123316,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4251/report-thumb.jpg"},{"id":57689,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8896","contributors":{"authors":[{"text":"Myers, R. G.","contributorId":30642,"corporation":false,"usgs":true,"family":"Myers","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200471,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Villanueva, E.D.","contributorId":41048,"corporation":false,"usgs":true,"family":"Villanueva","given":"E.D.","email":"","affiliations":[],"preferred":false,"id":200472,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26051,"text":"wri864131 - 1986 - Example evaluation of a permit application for a proposed hazardous-waste landfill in eastern Adams County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri864131","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":"86-4131","title":"Example evaluation of a permit application for a proposed hazardous-waste landfill in eastern Adams County, Colorado","docAbstract":"A project was undertaken by the U.S. Geological Survey in cooperation with the U. S. Environmental Protection Agency to demonstrate methods by which RCRA (Resources Conservation and Recovery Act of 1976) Part B permit applications might be evaluated. The purpose of the project was to prepare a report that would supplement a series of case studies to be made available to permit writers in the U.S. Environmental Protection Agency. Four sites in the United States were chosen for their potential applicability to geologically similar sites. The Adams County, Colorado, site was chosen to be representative of sites in the Upper Cretaceous Pierre Shale. The intent of this report is to provide an example of how available earth-science information might be used in evaluating an application and not to evaluate the acceptability of the site. Because this study is an evaluation of a permit application, the data used are limited to the data supplied in the application and in published reports. Of the five criteria required by the U.S. Environmental Protection Agency to be addressed in the permit application considered in the case study, the application was evaluated to be inadequate in addressing three criteria: (1) Site characterization, (2) ability to monitor the location, and (3) flow paths and 100-foot time of travel. Details of the inadequacies and a description of the information needed to eliminate the inadequacies are included in the report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864131","usgsCitation":"Banta, E.R., 1986, Example evaluation of a permit application for a proposed hazardous-waste landfill in eastern Adams County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 86-4131, iv, 17 p. :map ;28 cm., https://doi.org/10.3133/wri864131.","productDescription":"iv, 17 p. :map ;28 cm.","costCenters":[],"links":[{"id":126757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4131/report-thumb.jpg"},{"id":54828,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f949c","contributors":{"authors":[{"text":"Banta, E. R.","contributorId":63038,"corporation":false,"usgs":true,"family":"Banta","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195717,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28324,"text":"wri864122 - 1986 - Water for Florida cities","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri864122","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":"86-4122","title":"Water for Florida cities","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864122","usgsCitation":"Leve, G., and Conover, C., 1986, Water for Florida cities: U.S. Geological Survey Water-Resources Investigations Report 86-4122, 30 p. :ill., maps ;23 cm., https://doi.org/10.3133/wri864122.","productDescription":"30 p. :ill., maps ;23 cm.","costCenters":[],"links":[{"id":159355,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4122/report-thumb.jpg"},{"id":57138,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4122/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa213","contributors":{"authors":[{"text":"Leve, G.W.","contributorId":64294,"corporation":false,"usgs":true,"family":"Leve","given":"G.W.","affiliations":[],"preferred":false,"id":199594,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Conover, C.S.","contributorId":79862,"corporation":false,"usgs":true,"family":"Conover","given":"C.S.","email":"","affiliations":[],"preferred":false,"id":199595,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12997,"text":"ofr86414 - 1986 - Isopach and structure contour mapping of thin bentonite and shale beds in an area of mapped lineaments, central South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:06:50","indexId":"ofr86414","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":"86-414","title":"Isopach and structure contour mapping of thin bentonite and shale beds in an area of mapped lineaments, central South Dakota","docAbstract":"The N aquifer is an important source of water in the 5,400 square-mile Black Mesa area on the Navajo and Hopi Indian Reservations, Arizona. The Black Mesa monitoring program is designed to monitor long-term effects on the groundwater resources of the mesa as part of withdrawals from the aquifer by the strip-mining operation of Peabody Coal Co. Withdrawals from the N aquifer by the mine increased from 95 acre-feet in 1968 to more than 4,000 acre-feet in 1984. In 1985, withdrawals from the mine wells were temporarily reduced to about 2,500 acre-feet. Water levels in the confined area of the aquifer declined as much as 87 feet from 1965 to 1985 in some municipal and observation wells within about a 15-mile radius of the mine well field. In 1986, measurements indicated some recovery in water levels in most of these wells because of an approximate 90-percent reduction in pumpage from Peabody Coal Co. wells during the last half of 1985. Part of the drawdown in municipal wells is due to local pumpage. Water levels have not declined in wells tapping the unconfined area of the aquifer. Chemical analyses indicate no significant changes in the quality of water from wells that tap the N aquifer or from springs that discharge from several stratigraphic units, including the N aquifer, since pumping began at the mine. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86414","usgsCitation":"Chleborad, A., 1986, Isopach and structure contour mapping of thin bentonite and shale beds in an area of mapped lineaments, central South Dakota: U.S. Geological Survey Open-File Report 86-414, i, 22 p. :maps ;28 cm., https://doi.org/10.3133/ofr86414.","productDescription":"i, 22 p. :maps ;28 cm.","costCenters":[],"links":[{"id":146059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0414/report-thumb.jpg"},{"id":41458,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0414/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db623bd3","contributors":{"authors":[{"text":"Chleborad, A.F.","contributorId":17990,"corporation":false,"usgs":true,"family":"Chleborad","given":"A.F.","affiliations":[],"preferred":false,"id":167099,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27768,"text":"wri854281 - 1986 - Hydrogeology and simulation of water flow in strata above the Bearpaw Shale and equivalents of eastern Montana and northeastern Wyoming","interactions":[],"lastModifiedDate":"2022-01-12T21:14:23.478786","indexId":"wri854281","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":"85-4281","title":"Hydrogeology and simulation of water flow in strata above the Bearpaw Shale and equivalents of eastern Montana and northeastern Wyoming","docAbstract":"<p>The Powder River, Bull Mountains, and Williston basins of Montana and Wyoming were investigated to understand the geohydrology and subsurface water flow. Rocks were separated into: Fox Hills-lower Hell Creek aquifer (layer 1), upper Hell Creek confining layer (layer 2), Tullock aquifer (layer 3), Lebo confining layer (layer 4), and Tongue River aquifer (layer 5). Aquifer transmissivities were estimated from ratios of sand and shale and adjusted for kinematic viscosity and compaction. Vertical hydraulic conductance per unit area between layers was estimated. Potentiometric surface maps were drawn from limited data. A three-dimensional finite-difference model was used for simulation. Five stages of simulation decreased and standard error of estimate for hydraulic head from 135 to 110 feet for 739 observation nodes. The resulting mean transmissivities for layers 1-5 were 443, 191, 374, 217, and 721 sq ft/d. The corresponding mean vertical hydraulic conductances per unit area between the layers were simulated; they ranged from 0.000140 to 0.0000150. Mean annual recharge across the study area was about 0.26 percent of average annual precipitation. Large volumes of interlayer flow indicate the vertical flow may be significant.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854281","usgsCitation":"Hotchkiss, W.R., and Levings, J.F., 1986, Hydrogeology and simulation of water flow in strata above the Bearpaw Shale and equivalents of eastern Montana and northeastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 85-4281, v, 72 p., https://doi.org/10.3133/wri854281.","productDescription":"v, 72 p.","costCenters":[],"links":[{"id":394280,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36419.htm"},{"id":56613,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4281/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123489,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4281/report-thumb.jpg"}],"country":"United States","state":"Montana, Wyoming","otherGeospatial":"Bearpaw Shale","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108.733,\n              42.817\n            ],\n            [\n              -104.033,\n              42.817\n            ],\n            [\n              -104.033,\n              47.7830\n            ],\n            [\n              -108.733,\n              47.7830\n            ],\n            [\n              -108.733,\n              42.817\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685505","contributors":{"authors":[{"text":"Hotchkiss, W. R.","contributorId":61820,"corporation":false,"usgs":true,"family":"Hotchkiss","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198664,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Levings, J. F.","contributorId":94675,"corporation":false,"usgs":true,"family":"Levings","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198665,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26762,"text":"wri864002 - 1986 - Results of experiments related to contact of mine-spoils water with coal, West Decker and Big Sky Mines, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri864002","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":"86-4002","title":"Results of experiments related to contact of mine-spoils water with coal, West Decker and Big Sky Mines, southeastern Montana","docAbstract":"Batch-mixing experiments using spoils water and coal from the West Decker and Big Sky Mines were conducted to determine possible chemical changes in water moving from coal-mine spoils through a coal aquifer. The spoils water was combined with air-dried and oven-dried chunks of coal and air-dried and oven-dried crushed coal at a 1:1 weight ratio, mixed for 2 hr, and separated after a total contact time of 24 hr. The dissolved-solids concentration in water used in the experiments decreased an average 210 mg/liter (5-10%). Other chemical changes included general decreases in the concentrations of magnesium, potassium, and bicarbonate, and general increases in the concentrations of barium and boron. The magnitude of the changes increased as the surface area of the coal increased. The quantity of extractable cations and exchangeable cations on the post-mixing coal was larger than on the pre-mixing coal. Equilibrium and mass-transfer relations indicate that adsorption reactions or ion-exchange and precipitation reactions, or both, probably are the major reactions responsible for the chemical changes observed in the experiments. (Authors ' abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864002","usgsCitation":"Davis, R.E., and Dodge, K.A., 1986, Results of experiments related to contact of mine-spoils water with coal, West Decker and Big Sky Mines, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 86-4002, iii, 16 p. :maps ;28 cm., https://doi.org/10.3133/wri864002.","productDescription":"iii, 16 p. :maps ;28 cm.","costCenters":[],"links":[{"id":158229,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4002/report-thumb.jpg"},{"id":55652,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e17d","contributors":{"authors":[{"text":"Davis, R. E.","contributorId":77153,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196956,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dodge, K. A.","contributorId":40615,"corporation":false,"usgs":true,"family":"Dodge","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196955,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57404,"text":"wdrSC851 - 1986 - Water resources data for South Carolina, water year 1985","interactions":[],"lastModifiedDate":"2020-10-23T18:56:54.513556","indexId":"wdrSC851","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"SC-85-1","title":"Water resources data for South Carolina, water year 1985","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrSC851","usgsCitation":"Bennett, C., Hayes, R., Gissendanner, J., and Jones, K., 1986, Water resources data for South Carolina, water year 1985: U.S. Geological Survey Water Data Report SC-85-1, x, 412 p., https://doi.org/10.3133/wdrSC851.","productDescription":"x, 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To determine the tensor components using one pumping well and three observation wells, the type-curve and straight-line approximation methods are developed. These methods are based on the equation of drawdown developed for two-dimensional nonsteady flow in an infinite anisotropic aquifer. To determine tensor components using more than three observation wells, a weighted least squares optimization procedure is described for use with the type-curve and straight-line approximation methods. The computer program described in this report allows the type-curve, straight-line approximation, and weighted least squares optimization methods to be used in conjunction with data from observation and pumping wells. Three example applications using the computer program and field data gathered during geohydrologic investigations at a site near Dawsonville, Georgia , are provided to illustrate the use of the computer program. The example applications demonstrate the use of the type-curve method using three observation wells, the weighted least squares optimization method using eight observation wells and equal weighting, and the weighted least squares optimization method using eight observation wells and unequal weighting. Results obtained using the computer program indicate major transmissivity in the range of 347-296 sq ft/day, minor transmissivity in the range of 139-99 sq ft/day, aquifer anisotropy in the range of 3.54 to 2.14, principal direction of flow in the range of N. 45.9 degrees E. to N. 58.7 degrees E., and storage coefficient in the range of 0.0063 to 0.0037. The numerical results are in good agreement with field data gathered on the weathered crystalline rocks underlying the investigation site. Supplemental material provides definitions of variables, data requirements and corresponding formats, input data and output results for the example applications, and a listing of the Fortran 77 computer code. (Author's abstract)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86227","usgsCitation":"Maslia, M., and Randolph, R., 1986, Methods and computer program documentation for determining anisotropic transmissivity tensor components of two-dimensional ground-water flow: U.S. Geological Survey Open-File Report 86-227, v, 64 p.  , https://doi.org/10.3133/ofr86227.","productDescription":"v, 64 p.  ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":147828,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0227/report-thumb.jpg"},{"id":369735,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0227/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a01c","contributors":{"authors":[{"text":"Maslia, M.L.","contributorId":24090,"corporation":false,"usgs":true,"family":"Maslia","given":"M.L.","affiliations":[],"preferred":false,"id":170077,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Randolph, R.B.","contributorId":38606,"corporation":false,"usgs":true,"family":"Randolph","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":170078,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12707,"text":"ofr85571 - 1986 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","interactions":[{"subject":{"id":12707,"text":"ofr85571 - 1986 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","indexId":"ofr85571","publicationYear":"1986","noYear":false,"title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84"},"predicate":"SUPERSEDED_BY","object":{"id":1039,"text":"wsp2305 - 1989 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","indexId":"wsp2305","publicationYear":"1989","noYear":false,"title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84"},"id":1}],"supersededBy":{"id":1039,"text":"wsp2305 - 1989 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","indexId":"wsp2305","publicationYear":"1989","noYear":false,"title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84"},"lastModifiedDate":"2018-11-06T15:31:11","indexId":"ofr85571","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":"85-571","title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","docAbstract":"<p>Eighteen sources of drainage related to past coal-mining activity were identified in the Claybank Creek, Missouri, study area, and eight of thew were considered large enough to have detectable effects on receiving streams. However, only three sources, coal wastes at Keota and Binkley, and drainage from underground coal mines near Keota, significantly affected the chemistry of water in receiving streams. </p><p>Coal wastes in the Claybank Creek basin contributed large quantities of acid drainage to receiving streams during storm runoff; pH of coal-waste runoff ranged from 2.1 to 2.8. At these small pH values, concentrations of some dissolved metals and dissolved sulfate were a few to several hundred times larger than Federal and State water-quality standards established for these constituents. Effects of acid storm runoff were detected near the mouth of North Fork Claybank Creek where the pH during a small storm was 3.9. </p><p>Coal wastes in the streambeds and seepage from coal wastes also had significant effects on receiving streams during base flows. The receiving waters had pH values between 2.8 and 3.5 and concentrations of some dissolved metals and dissolved sulfate were a few to several hundred times larger than Federal and State water-quality standards. </p><p>Most underground mines in the North Fork Claybank Creek basin are hydraulically connected and about 80 percent of their discharge surfaced at one site. Drainage from the underground mines contributed most of the dissolved constituents in North Fork Claybank Creek during dry weather. Underground-mine water always had a pH near 5.9, was well-buffered, had a dissolved-sulfate concentration of about 2,400 milligrams per liter, dissolved-manganese concentrations ranging from 4.0 to 5.3 milligrams per liter, and large concentrations of ferrous iron. Iron was in the ferrous state due to reducing conditions in the mines. When underground-mine drainage reached the ground surface, the ferrous iron was oxidized and precipitated to form large, orange deposits of ferric hydroxide around the site and in streambeds. </p><p>Generally, drainage from strip mines had dissolved-sulfate concentrations several times larger than drainage from unmined areas. However, effects of drainage from strip mines on receiving streams were minimal when compared to the drainage from coal wastes and underground mines. </p><p>No appreciable effects of mine-related drainage were detected in the water of the Claybank Creek arm of Thomas Hill Reservoir at the time of sampling because beaver bogs upstream had trapped suspended coal wastes and moderated the effects. However, the concentration of coal in the bottom material was 60 percent of the coal concentration in coal wastes at Keota, indicating that the reservoir had received these wastes during the past.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85571","usgsCitation":"Blevins, D.W., 1986, Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84: U.S. Geological Survey Open-File Report 85-571, Report: viii, 74 p.; 3 Plates: 35.23 x 28.19 inches or smaller, https://doi.org/10.3133/ofr85571.","productDescription":"Report: viii, 74 p.; 3 Plates: 35.23 x 28.19 inches or smaller","costCenters":[],"links":[{"id":359246,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0571/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359247,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0571/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359248,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0571/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0571/report-thumb.jpg"},{"id":359244,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0571/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","otherGeospatial":"Claybank Creek Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.6667,\n              39.75\n            ],\n            [\n              -92.5417,\n              39.75\n            ],\n            [\n              -92.5417,\n              39.625\n            ],\n            [\n              -92.6667,\n              39.625\n            ],\n            [\n              -92.6667,\n              39.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e766b","contributors":{"authors":[{"text":"Blevins, Dale W. dblevins@usgs.gov","contributorId":2729,"corporation":false,"usgs":true,"family":"Blevins","given":"Dale","email":"dblevins@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":166575,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56212,"text":"wdrNY863 - 1986 - Water resources data, New York, water year 1986, volume 3, western New York","interactions":[],"lastModifiedDate":"2020-06-04T20:32:28.431649","indexId":"wdrNY863","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"NY-86-3","title":"Water resources data, New York, water year 1986, volume 3, western New York","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNY863","usgsCitation":"Coon, W., Johnston, W.H., Sherwood, D.A., and Deloff, D., 1986, Water resources data, New York, water year 1986, volume 3, western New York: U.S. Geological Survey Water Data Report NY-86-3, xi, 186 p., https://doi.org/10.3133/wdrNY863.","productDescription":"xi, 186 p.","costCenters":[],"links":[{"id":374691,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/ny-86-3/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174930,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/ny-86-3/report-thumb.jpg"}],"country":"United States","state":"New 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H.","contributorId":19960,"corporation":false,"usgs":true,"family":"Johnston","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":254950,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sherwood, D. A.","contributorId":65824,"corporation":false,"usgs":true,"family":"Sherwood","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":254951,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Deloff, D.D.","contributorId":72855,"corporation":false,"usgs":true,"family":"Deloff","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":254952,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":65334,"text":"i1790 - 1986 - Controlled photomosaic of part of the Kasei Valles Region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1790","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":"1790","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Kasei Valles Region of Mars","language":"ENGLISH","doi":"10.3133/i1790","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Controlled photomosaic of part of the Kasei Valles Region of Mars: U.S. Geological Survey IMAP 1790, 1 remote-sensing image ;61 x 60 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1790.","productDescription":"1 remote-sensing image ;61 x 60 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":187001,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100901,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1790/plate-1.pdf","size":"7905","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a810","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":533721,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15182,"text":"ofr8673 - 1986 - Dissolved-selenium data for wells in the western San Joaquin Valley, California, February to July 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:07:00","indexId":"ofr8673","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":"86-73","title":"Dissolved-selenium data for wells in the western San Joaquin Valley, California, February to July 1985","docAbstract":"Water samples were collected for selenium analysis from 63 wells in western San Joaquin Valley, California, during February to July 1985. Results of the data collection indicate that dissolved selenium concentrations ranged from less than 1 to 120 micrograms per liter; more than 50 percent of the wells sampled had concentrations of less than 1 microgram per liter. Four additional samples collected from public supply wells in the western valley had concentrations ranging from less than 1 to 2 micrograms per liter. All samples from five public supply wells east of the study area had concentrations less than 1 microgram per liter. The U.S. Environmental Protection Agency 's drinking-water standard of 10 micrograms per liter for selenium was slightly exceeded in 2 of 39 domestic wells (11 and 13 micrograms per liter) and substantially exceeded in 2 of 11 irrigation and agricultural wells (55 and 120 micrograms per liter). (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8673","usgsCitation":"Neil, J.M., 1986, Dissolved-selenium data for wells in the western San Joaquin Valley, California, February to July 1985: U.S. Geological Survey Open-File Report 86-73, iv, 10 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr8673.","productDescription":"iv, 10 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":148214,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0073/report-thumb.jpg"},{"id":44096,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3a1","contributors":{"authors":[{"text":"Neil, J. M.","contributorId":27464,"corporation":false,"usgs":true,"family":"Neil","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":170700,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16627,"text":"ofr86401 - 1986 - Proceedings of conference XXXII; workshop on Future directions in evaluating earthquake hazards of Southern California","interactions":[],"lastModifiedDate":"2018-02-20T15:43:13","indexId":"ofr86401","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":"86-401","title":"Proceedings of conference XXXII; workshop on Future directions in evaluating earthquake hazards of Southern California","docAbstract":"Hydrologic data were collected at White Sands Missile Range, NM, in 1985. The total groundwater withdrawal in 1985 was 676,433 ,800 gallons. The 11 supply wells in the Post Headquarters well field produced 642,056,000 gallons, or about 95 percent of the total. The six Range area supply wells produced 34,377,800 gallons. The total groundwater withdrawal was 8,841,200 gallons less in 1985 than 1984. Water samples from six Post Headquarters supply wells were collected for major chemical analysis. Water samples from 19 other wells were collected for pH and specific-conductance analysis. Depth-to-water measurements in the Post Headquarters supply wells showed seasonal fluctuations as well as continued long-term declines. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Menlo Park, CA","doi":"10.3133/ofr86401","usgsCitation":"1986, Proceedings of conference XXXII; workshop on Future directions in evaluating earthquake hazards of Southern California: U.S. Geological Survey Open-File Report 86-401, vii, 421 p., https://doi.org/10.3133/ofr86401.","productDescription":"vii, 421 p.","costCenters":[],"links":[{"id":45651,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45649,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45647,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45650,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45648,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45660,"rank":424,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-25.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45661,"rank":425,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-26.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45662,"rank":426,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-27.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45666,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0401/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45636,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45663,"rank":427,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-28.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45659,"rank":423,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-24.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45664,"rank":428,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-29.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45665,"rank":429,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-30.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45658,"rank":422,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-23.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":149656,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0401/report-thumb.jpg"},{"id":45652,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45653,"rank":417,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-18.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45654,"rank":418,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-19.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45655,"rank":419,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-20.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45656,"rank":420,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-21.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45657,"rank":421,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-22.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45637,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45638,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45639,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45640,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45641,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45646,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45642,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45643,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45644,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45645,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0401/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db6605ed","contributors":{"editors":[{"text":"Brown, William M. III","contributorId":72365,"corporation":false,"usgs":true,"family":"Brown","given":"William","suffix":"III","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":729064,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Kockelman, William J.","contributorId":34510,"corporation":false,"usgs":true,"family":"Kockelman","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":729065,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Ziony, Joseph I.","contributorId":16829,"corporation":false,"usgs":true,"family":"Ziony","given":"Joseph I.","affiliations":[],"preferred":false,"id":729066,"contributorType":{"id":2,"text":"Editors"},"rank":3}]}}
,{"id":57517,"text":"wdrAK851 - 1986 - Water Resources Data for Alaska, Water Year 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:12:10","indexId":"wdrAK851","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"AK-85-1","title":"Water Resources Data for Alaska, Water Year 1985","language":"ENGLISH","doi":"10.3133/wdrAK851","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Water Resources Data for Alaska, Water Year 1985: U.S. Geological Survey Water Data Report AK-85-1, 328 p., https://doi.org/10.3133/wdrAK851.","productDescription":"328 p.","costCenters":[],"links":[{"id":185276,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd1f4","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":533127,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":54094,"text":"ofr86550B - 1986 - Preliminary determination of epicenters monthly listings, April-June, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:11:37","indexId":"ofr86550B","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":"86-550","chapter":"B","title":"Preliminary determination of epicenters monthly listings, April-June, 1985","language":"ENGLISH","doi":"10.3133/ofr86550B","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Preliminary determination of epicenters monthly listings, April-June, 1985: U.S. Geological Survey Open-File Report 86-550, 76 p., https://doi.org/10.3133/ofr86550B.","productDescription":"76 p.","costCenters":[],"links":[{"id":177025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0550b/report-thumb.jpg"},{"id":87831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0550b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c5f8","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":532218,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29259,"text":"wri854099 - 1986 - Aquifer model of the Susquehanna River valley in southwestern Broome County, New York","interactions":[],"lastModifiedDate":"2019-08-16T13:58:00","indexId":"wri854099","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":"85-4099","title":"Aquifer model of the Susquehanna River valley in southwestern Broome County, New York","docAbstract":"<p>A finite-difference model of ground-water flow within stratified drift in the 14-mile reach of the Susquehanna River valley from Binghamton west to the Tioga County line (including Johnson City, Endicott, and Vestal) has been developed. Outwash is the most permeable and extensive type of stratified drift in the valley but has only small saturated thickness except where it is downwarped beneath ice-block depressions. The outwash is commonly underlain by extensive beds of silt and clay deposited in proglacial lakes. Older ice-contact deposits are also extensive and provide the largest yields to wells but are highly variable in thickness and commonly siltier than the outwash. The ice-contact deposits seem to occur mainly as ridges that parallel the axis of major valleys and are buried beneath later lacustrine and outwash sediments.</p><p>The model simulates horizontal flow in two layers; the upper layer generally represents outwash, and the lower layer generally represents older ice-contact deposits. The model also simulates vertical flow between those layers through the beds of silt and clay or, where the two aquifer layers are in direct contact, through sand and gravel.</p><p>The model has been calibrated to reproduce observed water levels that represent steady-state conditions. Aquifer properties, recharge from several sources, river stage, and pumpage from several municipal and industrial well fields were calculated from data collected largely in 1981. Major streams were treated as constant specified heads in the upper layer. Data are available to refine the calibration. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854099","usgsCitation":"Randall, A.D., 1986, Aquifer model of the Susquehanna River valley in southwestern Broome County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4099, Report: vi, 38 p.; 4 Plates: 41.02 x 19.73 or smaller, https://doi.org/10.3133/wri854099.","productDescription":"Report: vi, 38 p.; 4 Plates: 41.02 x 19.73 or smaller","costCenters":[],"links":[{"id":58107,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4099/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58108,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4099/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158284,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4099/report-thumb.jpg"},{"id":58109,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4099/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58110,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4099/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366617,"rank":6,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Broome County","otherGeospatial":"Susquehanna River Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.13250732421875,\n              42.00542768820574\n            ],\n            [\n              -75.84548950195312,\n              42.00542768820574\n            ],\n            [\n              -75.84548950195312,\n              42.188846538629164\n            ],\n            [\n              -76.13250732421875,\n              42.188846538629164\n            ],\n            [\n              -76.13250732421875,\n              42.00542768820574\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f92","contributors":{"authors":[{"text":"Randall, Allan D. arandall@usgs.gov","contributorId":1168,"corporation":false,"usgs":true,"family":"Randall","given":"Allan","email":"arandall@usgs.gov","middleInitial":"D.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201233,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65403,"text":"i1845 - 1986 - Controlled photomosaic of part of the Planum Australe region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:14","indexId":"i1845","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":"1845","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Planum Australe region of Mars","language":"ENGLISH","doi":"10.3133/i1845","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Controlled photomosaic of part of the Planum Australe region of Mars: U.S. Geological Survey IMAP 1845, 1 remote-sensing image ;63 x 52 cm. on sheet 98 x 59 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1845.","productDescription":"1 remote-sensing image ;63 x 52 cm. on sheet 98 x 59 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260760,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1845/plate-1.pdf"}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688dbe","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":533790,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12063,"text":"ofr86497 - 1986 - Geohydrologic data from Port Royal Sound, Beaufort County, South Carolina","interactions":[],"lastModifiedDate":"2016-12-15T12:37:37","indexId":"ofr86497","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":"86-497","title":"Geohydrologic data from Port Royal Sound, Beaufort County, South Carolina","docAbstract":"Nine offshore wells were drilled through overlying sediments into the Upper Floridan aquifer in Port Royal Sound, South Carolina and the adjacent Atlantic Ocean, to obtain geologic, hydrologic, and water quality data. The Upper Floridan aquifer consists predominantly of light-gray, poorly consolidated, fossiliferous limestone. In the Port Royal Sound area, the Upper Floridan is overlain by olive-gray, medium to course sand and silty sand. Falling-head permeability tests on these overlying clastic sediments indicate permeabilities of 1,100 to 4.3 x 10 to the 7th power centimeters/sec. Other geologic and hydrologic data, including geophysical logs, sieve analyses, and detailed core descriptions were obtained, along with continuous water level records of the wells, tidal records, and barometric pressure records. Water collected from the Upper Floridan aquifer beneath Port Royal Sound and the ocean ranged in concentration of chloride from 54 to 12,000 mg/l. Measured pH ranged from 6.8 to 8.4, and alkalinity ranged from 122 to 368 mg/l as CaC03. Other water quality data obtained include temperature, specific conductance, carbon-13, carbon-14, tritium , deuterium, oxygen-18, dissolved oxygen, dissolved solids, nitrogen species, phosphorus, organic carbon, cyanide, sulfide, calcium, magnesium, sodium, potassium, sulfate, fluoride, silica , bromide, iodide, and selected trace metals. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86497","usgsCitation":"Burt, R., Belval, D., Crouch, M., and Hughes, W., 1986, Geohydrologic data from Port Royal Sound, Beaufort County, South Carolina: U.S. Geological Survey Open-File Report 86-497, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86497.","productDescription":"64 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":40079,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144380,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0497/report-thumb.jpg"},{"id":40080,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40081,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40082,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40083,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40084,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40085,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40086,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40087,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40088,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0497/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","county":"Beaufort County","otherGeospatial":"Port Royal Sound","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.99945068359375,\n              32.086065193329354\n            ],\n            [\n              -80.99945068359375,\n              32.58500645901216\n            ],\n            [\n              -80.37185668945312,\n              32.58500645901216\n            ],\n            [\n              -80.37185668945312,\n              32.086065193329354\n            ],\n            [\n              -80.99945068359375,\n              32.086065193329354\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ef7","contributors":{"authors":[{"text":"Burt, R.A.","contributorId":40994,"corporation":false,"usgs":true,"family":"Burt","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":164902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Belval, D.L.","contributorId":52186,"corporation":false,"usgs":true,"family":"Belval","given":"D.L.","affiliations":[],"preferred":false,"id":164903,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crouch, Michael","contributorId":79105,"corporation":false,"usgs":true,"family":"Crouch","given":"Michael","email":"","affiliations":[],"preferred":false,"id":164904,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hughes, W.B.","contributorId":92263,"corporation":false,"usgs":true,"family":"Hughes","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":164905,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":67905,"text":"ha677 - 1986 - Hydrogeologic framework and properties of regional aquifers in the Hollandale Embayment, southeastern Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T12:18:37","indexId":"ha677","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"677","title":"Hydrogeologic framework and properties of regional aquifers in the Hollandale Embayment, southeastern Minnesota","docAbstract":"<p>In 1977, the U.S. Geological Survey began a series of investigations of regional aquifer systems in the United States. These studies will provide quantitative information for use in developing and managing regional ground-water supplies. One of these studies, the Northern Midwest Regional Aquifer-System Analysis (RASA) project, concerns the Cambrian and Ordovician age aquifers that occur in southeastern Minnesota and in parts of five other states: Illinois, Indiana, Iowa, Missouri, and Wisconsin (Steinhilber and Young, 1979). This report describes the hydrogeologic framework and properties of the regional aquifers in the Hollandale embayment in southeastern Minnesota (fig. 1). Two other reports describing different aspects of the regional aquifers in southeastern Minnesota were also prepared. Delin and Woodward (1984) mapped the potentiometric surface of each regional aquifer, and described the regional flow regimes; and Woodward (1985) presented a summary of 100 years of water use in southeastern Minnesota based upon trends in municipal-well installations and aquifer utilization.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha677","usgsCitation":"Woodward, D.G., 1986, Hydrogeologic framework and properties of regional aquifers in the Hollandale Embayment, southeastern Minnesota: U.S. Geological Survey Hydrologic Atlas 677, 2 Plates: 55.0 x 40.5 inches, https://doi.org/10.3133/ha677.","productDescription":"2 Plates: 55.0 x 40.5 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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