No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr83751","usgsCitation":"Williams, T., and Bedinger, M.S., 1983, Selected geologic and hydrologic characteristics of the Basin and Range Province, Western United States-- Pleistocene lakes and marshes: U.S. Geological Survey Open-File Report 83-751, 22 p., https://doi.org/10.3133/ofr83751.","productDescription":"22 p.","costCenters":[],"links":[{"id":154162,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -125.771484375,\n 31.12819929911196\n ],\n [\n -102.39257812499999,\n 31.12819929911196\n ],\n [\n -102.39257812499999,\n 49.095452162534826\n ],\n [\n -125.771484375,\n 49.095452162534826\n ],\n [\n -125.771484375,\n 31.12819929911196\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa63a","contributors":{"authors":[{"text":"Williams, T.R.","contributorId":6885,"corporation":false,"usgs":true,"family":"Williams","given":"T.R.","email":"","affiliations":[],"preferred":false,"id":184389,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":184390,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25397,"text":"wri834142 - 1983 - Application of digital mapping technology to the display of hydrologic information; a proof-of-concept test in the Fox-Wolf River Basin, Wisconsin","interactions":[],"lastModifiedDate":"2017-03-29T11:04:25","indexId":"wri834142","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4142","title":"Application of digital mapping technology to the display of hydrologic information; a proof-of-concept test in the Fox-Wolf River Basin, Wisconsin","docAbstract":"The Fox-Wolf River basin in east-central Wisconsin was selected to test concepts for a water-resources information system using digital mapping technology. This basin of 16,800 sq km is typical of many areas in the country. Fifty digital data sets were included in the Fox-Wolf information system. Many data sets were digitized from 1:500,000 scale maps and overlays. Some thematic data were acquired from WATSTORE and other digital data files. All data were geometrically transformed into a Lambert Conformal Conic map projection and converted to a raster format with a 1-km resolution. The result of this preliminary processing was a group of spatially registered, digital data sets in map form. Parameter evaluation, areal stratification, data merging, and data integration were used to achieve the processing objectives and to obtain analysis results for the Fox-Wolf basin. Parameter evaluation includes the visual interpretation of single data sets and digital processing to obtain new derived data sets. In the areal stratification stage, masks were used to extract from one data set all features that are within a selected area on another data set. Most processing results were obtained by data merging. Merging is the combination of two or more data sets into a composite product, in which the contribution of each original data set is apparent and can be extracted from the composite. One processing result was also obtained by data integration. Integration is the combination of two or more data sets into a single new product, from which the original data cannot be separated or calculated. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834142","usgsCitation":"Moore, G.K., Baten, L., Allord, G., and Robinove, C., 1983, Application of digital mapping technology to the display of hydrologic information; a proof-of-concept test in the Fox-Wolf River Basin, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 83-4142, vi, 118 p., https://doi.org/10.3133/wri834142.","productDescription":"vi, 118 p.","numberOfPages":"130","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true},{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":123303,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4142/report-thumb.jpg"},{"id":54127,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4142/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67aa00","contributors":{"authors":[{"text":"Moore, G. K.","contributorId":67550,"corporation":false,"usgs":true,"family":"Moore","given":"G.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":193517,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Baten, L.G.","contributorId":74786,"corporation":false,"usgs":true,"family":"Baten","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":193519,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Allord, G.J.","contributorId":26665,"corporation":false,"usgs":true,"family":"Allord","given":"G.J.","affiliations":[],"preferred":false,"id":193516,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Robinove, C.J.","contributorId":68778,"corporation":false,"usgs":true,"family":"Robinove","given":"C.J.","affiliations":[],"preferred":false,"id":193518,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25629,"text":"wri834116G - 1983 - Map showing outcrops of basaltic rocks of early Quaternary and Tertiary age, Basin and Range province, Southern California","interactions":[],"lastModifiedDate":"2020-03-27T14:30:38","indexId":"wri834116G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4116","chapter":"G","title":"Map showing outcrops of basaltic rocks of early Quaternary and Tertiary age, Basin and Range province, Southern California","docAbstract":"This map report is one of a series of geologic and hydrologic maps covering all or parts of States within the Basin and Range province of the western United States. The map reports contain detailed information on subjects that characterize the geohydrology of the province, including the ground-water hydrology/ ground-water quality, surface distribution of selected rock types, tectonic conditions, areal geophysics, Pleistocene lakes and marshes, and mineral and energy resources. This is a part of the U.S. Geological Survey's program for geologic and hydrologic evaluation of the province to identify prospective regions for further study relative to isolation of high-level nuclear waste (Bedinger, Sargent, and Reed, 1984).
This map was prepared from published geologic maps and reports utilizing the project guidelines defined in Sargent and Bedinger (1984). As used in this study, basaltic rocks include basaltic andesite and basalt. The map shows the known occurrences of basaltic rocks largely of Tertiary age. Locally, however, where basalts of Quaternary age were not differentiated from those of Tertiary age, the younger basalts have been included on the map. The Description of Map Units includes the geologic and, if available, radiometric age; lithology; thickness where available; and sources of data for the basaltic units in outlined and numbered areas within the counties of the study area. No information was available on the rock outcrops that are unnumbered. The listed radiometric ages do not necessarily represent the entire age range of a unit.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834116G","usgsCitation":"Roggensack, K., and Lopez, D.A., 1983, Map showing outcrops of basaltic rocks of early Quaternary and Tertiary age, Basin and Range province, Southern California: U.S. Geological Survey Water-Resources Investigations Report 83-4116, Report: 13 p.; 1 Plate: 40.86 x 51.15 inches, https://doi.org/10.3133/wri834116G.","productDescription":"Report: 13 p.; 1 Plate: 40.86 x 51.15 inches","costCenters":[],"links":[{"id":118869,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4116g/report-thumb.jpg"},{"id":54377,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4116g/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373618,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4116g/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"California","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.87158203125,\n 32.509761735919426\n ],\n [\n -114.14794921875,\n 32.509761735919426\n ],\n [\n -114.14794921875,\n 38.805470223177466\n ],\n [\n -120.87158203125,\n 38.805470223177466\n ],\n [\n -120.87158203125,\n 32.509761735919426\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a48bc","contributors":{"authors":[{"text":"Roggensack, Kurt","contributorId":35771,"corporation":false,"usgs":true,"family":"Roggensack","given":"Kurt","email":"","affiliations":[],"preferred":false,"id":194473,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lopez, David A.","contributorId":79445,"corporation":false,"usgs":true,"family":"Lopez","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194474,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25717,"text":"wri834166 - 1983 - Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4166","title":"Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma","docAbstract":"Bed rock in the Red Oak area consists of shale, siltstone, and sandstone of the McAlester and Savanna Formations of Pennsylvanian age. Water in bedrock occurs in bedding planes, joints, and fractures and is confined. The potentiometric surface generally is less than 20 feet below the land surface. Wells yield enough water for domestic and stock use, but larger amounts of ground water are not available. Ground water commonly is a sodium or mixed cation carbonate/bicarbonate type with dissolved-solids concentrations ranging from 321 to 714 milligrams per liter. Although variable in quality, ground water generally is suitable for domestic use. No relationship between water chemistry and well depth or location is apparent.\r\nBrazil Creek, the principal stream in the area, has no flow 15 percent of the time, and flow is less than 1 cubic foot per second about 25 percent of the time. Water in Brazil Creek is a mixed cation carbonate/bicarbonate type. Dissolved-solids concentrations in Brazil Creek upstream from areas of old and recent mining ranged from 31 to 99 milligrams per liter with a mean of 58 milligrams per liter, whereas concentrations downstream from the mine areas ranged from 49 to 596 milligrams per liter with a mean of 132 milligrams per liter. Water in Brazil and Rock Creeks had concentrations of cadmium, chromium, lead, and mercury that exceeded maximum contaminant levels established by the U.S. Environmental Protection Agency at least once during the 1979-81 water years. Maximum suspended-sediment discharge, in tons per day, was 2,500 for Brazil Creek and 3,318 for Rock Creek. Silt-clay particles (diameters less than 0.062 millimeter) were the dominant sediment size.\r\n\r\nA significant hydrologic effect of surface mining is creation of additional water storage in mine ponds; one such pond supplies water for the town of Red Oak. Other effects or potential effects of surface mining include changes in rock permeability and ground-water storage, changes in drainage patterns, and changes in the chemical quality and sediment loads of streams.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834166","usgsCitation":"Marcher, M., Bergman, D.L., Stoner, J., and Blumer, S.P., 1983, Preliminary appraisal of the hydrology of the Red Oak area, Latimer County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4166, iv, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834166.","productDescription":"iv, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4166/report-thumb.jpg"},{"id":54476,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54477,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54478,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4166/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54479,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4166/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca70","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194780,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergman, D. L.","contributorId":93038,"corporation":false,"usgs":true,"family":"Bergman","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194783,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":194782,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194781,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25718,"text":"wri834013 - 1983 - Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri834013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4013","title":"Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma","docAbstract":"Bed rock in the Rock Island area of northeastern Le Flore County in southeastern Oklahoma consists of shale, siltstone, and sandstone of the McAlester, Hartshorne, and Atoka Formations of Pennsylvanian age. The area is on the south flank of the Backbone anticline; the rocks dip to the south at 5o-45o. Alluvium along James Fork consists of sandy and clayey silt and may be as much as 30 feet thick.\r\nWater in bedrock is under artesian conditions. The depth to water in most wells is less than 20 feet below the surface; a few wells flow. Yields of most wells probably are less than 5 gallons per minute. Water from nine wells was a sodium carbonate or sodium mixed anion type; dissolved-solids concentrations ranged from 294 to 1,250 milligrams per liter. No relationship between variations in chemistry of ground water and well depth, geographic distribution, or geologic formation is apparent.\r\n\r\nJames Fork has flow most of the time and discharge exceeds 25 cubic feet per second about one-half the time. The mean dissolved-solids concentration in James Fork water ranged from 224 milligrams per liter near Williams, Oklahoma, to 332 milligrams per liter near Hackett, Arkansas. Water in James Fork is a calcium magnesium sulfate type about 75 percent of the time. Maximum suspended sediment discharge was 2,720 tons per day. Silt-clay particles (diameters less than 0.062 millimeter) are the dominant sediment size.\r\n\r\nPotential hydrologic effects of surface mining for coal include: (1) Creation of additional water storage in surface-mine ponds, (2) changes in rock permeability and ground-water storage, (3) changes in runoff and streamflow characteristics, (4) changes in drainage patterns, and (5) changes in the chemical quality and sediment load of James Fork. Although mining may increase the quantities of sediment and dissolved minerals added to James Fork, detection of these increases would be difficult because the potentially mineable area is very small in proportion to the total area of the basin.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834013","usgsCitation":"Marcher, M., 1983, Preliminary appraisal of the hydrology of the Rock Island area, Le Flore County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 83-4013, iv, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834013.","productDescription":"iv, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156904,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4013/report-thumb.jpg"},{"id":54480,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54481,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54482,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4013/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54483,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca7e","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194784,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25719,"text":"wri824099 - 1983 - Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri824099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4099","title":"Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma","docAbstract":"Bed rock in the Stigler area of southeastern Oklahoma consists principally of shale, siltstone, and sandstone of the McAlester, Savanna, and Boggy Formations of Pennsylvanian age. These rocks have been folded to form the Stigler syncline on the north and the Antioch anticline on the south. An area of several square miles is underlain by terrace deposits, mostly sandy silt, as much as 25 feet thick. Alluvium along the streams is 5 to 10 feet thick and consists mainly of sandy silt. Neither the terrace deposits nor the alluvium are hydrologically significant.\r\nWater in the bedrock is under artesian conditions. Well depths range from 34 to 235 feet and average 95 feet. The water level in most wells is less than 30 feet below the land surface. Because the rocks have minimal permeability, well yields probably are less than 5 gallons per minute. Much of the area is provided with water by a rural water district. Based on specific-conductance measurements, dissolved-solids concentrations in ground water are estimated to range from 200 to 2,500 milligrams per liter. Nor relationship between variations in specific conductance and well depth, geographic distribution, or geologic formation is apparent.\r\n\r\nStreams in the area are ephemeral and extended periods of no flow can be expected. During much of the period of record, streamflow in Taloka Creek was maintained by water pumped from an active coal mine. Water upstream from the mine area had a mean dissolved-solids concentration of 72 milligrams per liter whereas water downstream from the mine area had a mean concentration of 1,323 milligrams per liter. At times, downstream concentrations of some toxic metals exceeded the standards for drinking water set by the U.S. Environmental Protection Agency. Samples of water collected from Taloka Creek since mining ceased did not have excessive concentrations of toxic metals. Maximum suspended-sediment discharge of Taloka Creek was about 1,660 tons per day. Silt-clay particles (diameters less than 0.062 millimeter) were the dominant grain size.\r\n\r\nObserved and measured effects of surface mining for coal on the hydrologic system include (1) creation of additional water storage in the surface mine pond, (2) disruption of drainage in an area of about 1 square mile, and (3) increased mineralization of water in Taloka Creek. Other possible effects include (4) changes in permeability and storage of water in mine spoil, (5) minor changes in streamflow and runoff characteristics, and (6) temporary increase in the sediment load of Taloka Creek.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wri824099","usgsCitation":"Marcher, M., Huntzinger, T., Stoner, J., and Blumer, S.P., 1983, Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 82-4099, iv, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824099.","productDescription":"iv, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156905,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4099/report-thumb.jpg"},{"id":54484,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54485,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54486,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4099/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67cb61","contributors":{"authors":[{"text":"Marcher, M.V.","contributorId":9267,"corporation":false,"usgs":true,"family":"Marcher","given":"M.V.","affiliations":[],"preferred":false,"id":194785,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Huntzinger, T.L.","contributorId":67503,"corporation":false,"usgs":true,"family":"Huntzinger","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":194788,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":194787,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194786,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26159,"text":"wri834077 - 1983 - A preliminary assessment of the hydrologic characteristics of the James River in South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri834077","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4077","title":"A preliminary assessment of the hydrologic characteristics of the James River in South Dakota","docAbstract":"The James River in South Dakota has very restricted channel capacities within the Lake Dakota Plain. Channel capacities in Brown County are as little as 200 cubic feet per second, and spring flooding can be expected on an average of every other year. The river has potential for extended periods of flooding an average of once in 10 years. Extended periods of no flow during late-summer and winter also can be expected. Excluding flows of a very large magnitude, average travel time between Columbia and Scotland (a distance of 382 river miles) is estimated to be 25-30 days for most flows. The upstream reach of the James River within the Lake Dakota Plain generally loses discharge with distance whereas the downstream reach generally gains discharge with distance. Ground water - surface water interaction does not appear to be significant along upstream reaches of the James River. Some interaction, although not quantified, does occur in Hanson, Davison, and Yankton Counties. Sand Lake National Wildlife Refuge, located just downsteam from the State line and containing Sand and Mud Lakes (combined capacity = 24,600 acre-feet), is a major source of water loss between LaMoure, N. Dak. and Columbia, S. Dak. Gross evaporation losses from the lakes during 1969-81 is estimated to have been slightly more than 29,000 acre-feet per year. Unaccounted-for losses in the lake system are estimated to have been slightly more than 19,000 acre-feet per year. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834077","usgsCitation":"Benson, R., 1983, A preliminary assessment of the hydrologic characteristics of the James River in South Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4077, viii, 122 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834077.","productDescription":"viii, 122 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4077/report-thumb.jpg"},{"id":54953,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4077/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8b88","contributors":{"authors":[{"text":"Benson, R.D.","contributorId":23955,"corporation":false,"usgs":true,"family":"Benson","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":195919,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26357,"text":"wri834069 - 1983 - Hydrology and subsidence potential of proposed coal-lease tracts in Delta County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri834069","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4069","title":"Hydrology and subsidence potential of proposed coal-lease tracts in Delta County, Colorado","docAbstract":"Potential subsidence from underground coal mining and associated hydrologic impacts were investigated at two coal-lease tracts in Delta County, Colorado. Alteration of existing flow systems could affect water users in the surrounding area. The Mesaverde Formation transmits little ground water because of the neglibile transmissivity of the 1,300 feet of fine-grained sandstone, coal , and shale comprising the formation. The transmissivities of coal beds within the lower Mesaverde Formation ranged from 1.5 to 16.7 feet squared per day, and the transmissivity of the upper Mesaverde Formation, based on a single test, was 0.33 foot squared per day. Transmissivities of the alluvium ranged from 108 to 230 feet squared per day. The transmissivity of unconsolidated Quaternary deposits, determined from an aquifer test, was about 1,900 feet squared per day. Mining beneath Stevens Gulch and East Roatcap Creek could produce surface expressions of subsidence. Subsidence fractures could partly drain alluvial valley aquifers or streamflow in these mines. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834069","usgsCitation":"Brooks, T., 1983, Hydrology and subsidence potential of proposed coal-lease tracts in Delta County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4069, v, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834069.","productDescription":"v, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119117,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4069/report-thumb.jpg"},{"id":55152,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4069/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604db3","contributors":{"authors":[{"text":"Brooks, Tom","contributorId":76356,"corporation":false,"usgs":true,"family":"Brooks","given":"Tom","email":"","affiliations":[],"preferred":false,"id":196247,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27756,"text":"wri834157 - 1983 - Hydrology of the Wibaux-Beach lignite deposit area, eastern Montana and western North Dakota","interactions":[],"lastModifiedDate":"2018-03-08T13:01:48","indexId":"wri834157","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4157","title":"Hydrology of the Wibaux-Beach lignite deposit area, eastern Montana and western North Dakota","docAbstract":"The Paleocene Harmon lignite, the principal commercial bed of the Wihaux-Beach deposit, underlies at least 150 square miles along the Montana-North Dakota border. An estimated 1 billion tons of strippable reserves underlies about 50 square miles. The Harmon lignite bed also is the most consistently occurring shallow aquifer in the area. This study was conducted to determine possible impacts of surface mining on the area's water resources.
Two aquifer systems, the lower Tongue River and the upper Ludlow, were identified within about 300 feet below the Harmon lignite aquifer, but none were identified within the overlying 350 feet. The aquifers (systems) are separated by varying thicknesses of interbedded clay and silt. The Harmon lignite aquifer extends uninterrupted for several miles eastward (down dip) from the outcrop. It is from 3 to 34 feet thick and from zero to 350 feet deep. The top of the lower Tongue River aquifer system is from 0 to 115 feet below the Harmon lignite and the system is 13 to 98 feet thick. The upper Ludlow aquifer system is 128 to 214 feet below the Harmon lignite and is 5 to 84 feet thick.
Both the lower Tongue River and upper Ludlow aquifer systems consist of discontinuous, vertically stacked, sinuous sand bodies deposited as channel fill in meandering and braided streams. The probability of encountering a sand bed within the aquifer systems at any one location in the study area is about 60 percent for the lower Tongue River aquifer system and 80 percent for the upper Ludlow aquifer system.
Water in each aquifer flows toward the northeast and occurs under confined conditions, except in the Harmon lignite aquifer near its outcrop. Recharge occurs directly by precipitation at the outcrops and by downward leakage elsewhere. The major discharge from each aquifer is by downward leakage, although the Harmon lignite aquifer discharges less than 0.20 cubic foot per second to surface drainages within the study area.
Differences in chemical quality of water among the three aquifers are subtle, but significant. The mean dissolved-solids concentrations are: Harmon lignite aquifer, 1,930 milligrams per liter; lower Tongue River aquifer system, 1,810 milligrams per liter; and upper Ludlow aquifer system, 1,550 milligrams per liter. Alkalinity, calcium, and magnesium concentrations decrease with aquifer depth. The majority of the samples were a sodium sulfate-bicarbonate type. The median pH values, from the uppermost to the lowermost aquifer, were 8.1, 8.3, and 8.5.
The chemical quality of water in the Harmon lignite aquifer near the outcrop is affected by reactions in the aerated soil zone and unsaturated parts of the aquifer. Where the outcrop is heavily clinkered, recharge waters reach the aquifer rapidly and have little opportunity for solute uptake in the unsaturated zone. In nonclinkered areas, recharge waters slowly percolate through chemically active soil and unsaturated parts of the aquifer. The resulting water commonly contains 2,500 to 5,000 milligrams per liter of dissolved solids, is a calcium-magnesium sulfate type, and has a pH of less than 7.0.
The impacts of mining on streamflow and stream water quality should be manageable through the effective use of earth structures for routing and impoundment of runoff water. Mining-induced potentiometric declines in the Harmon lignite aquifer probably will be several feet up to 2 or 3 miles from the mine. Mining impacts on other aquifers will be minor.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834157","usgsCitation":"Horak, W., 1983, Hydrology of the Wibaux-Beach lignite deposit area, eastern Montana and western North Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4157, Report: vi, 89 p.; Plate: 23.37 x 18.77 inches, https://doi.org/10.3133/wri834157.","productDescription":"Report: vi, 89 p.; Plate: 23.37 x 18.77 inches","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":56602,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4157/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56603,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4157/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122711,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4157/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c9f6","contributors":{"authors":[{"text":"Horak, W.F.","contributorId":82326,"corporation":false,"usgs":true,"family":"Horak","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":198647,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27758,"text":"wri834228 - 1983 - Water resources of the Rattlesnake Butte area, a site of potential lignite mining in west-central North Dakota","interactions":[],"lastModifiedDate":"2018-03-08T13:06:53","indexId":"wri834228","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4228","title":"Water resources of the Rattlesnake Butte area, a site of potential lignite mining in west-central North Dakota","docAbstract":"In much of western North Dakota, minable lignite beds and associated sand beds are valuable local aquifers. Strip mining disrupts the aquifers and could significantly impact the local hydrology, imposing hardships on local residents. This comprehensive water-resources study of a 147-square-mile coal area in west-central North Dakota was done to facilitate sound management decisions regarding the suitability of the site for mining.
Two strippable lignite beds, identified as the D and E beds, in the lower 250 to 300 feet of the Sentinel Butte Member of the Fort Union Formation underlie much of two small stream basins. The lignites and two closely associated sand deposits are the only consistently occurring aquifers within several hundred feet of the land surface.
The D lignite bed underlies nearly the entire study area, but is not water bearing where it is structurally uplifted beneath upland areas. It is, for the most part, marginally confined. The E lignite bed overlies the D bed and is extensively eroded along North Creek in the southern part of the study area. The E bed is either unsaturated or unconfined in most of its area of occurrence. Direction of ground-water flow in both lignite aquifers is largely controlled by topography.
Interconnected sand beds deposited as channel fill in braided streams form aquifers between the E and D beds (E-D aquifer) and below the D bed (D-HT aquifer). Both aquifers underlie the central part of the study area and each consists of as much as 100 feet of predominantly fine to medium silty unconsolidated sand. Maximum depth to the top of the aquifers was 200 feet for the E-D aquifer and 320 feet for the D-HT aquifer. The E-D aquifer, where near land surface, is unconfined, whereas the D-HT aquifer is entirely confined. Direction of ground-water flow in the D-HT aquifer is not influenced by the local topography as in the three overlying aquifers.
Aquifers also occur at much greater depth beneath the study area in strata of Late Cretaceous and early Tertiary age. The Fox Hills and Tongue River aquifers are most commonly utilized and lie at depths of about 1,700 and 750 feet, respectively.
Water in all aquifers beneath the study area is a sodium bicarbonate or sodium sulfate type. Mean dissolved solids in the four aquifers in the Sentinel Butte Member ranged from 1,290 to 1,970 milligrams per liter- Most of the samples were soft water, had low dissolved iron concentration, and were slightly to moderately colored (tan to brown) by dissolved organics. Several samples from the four aquifers had a perceptible hydrogen sulfide odor.
North Creek and an unnamed tributary of the Green River drain most of the study area. North Creek flows intermittently during most years, while the Green River tributary flows perennially and has base flow of about 0.2 cubic foot per second. North Creek has predominately a sodium sulfate type water and the Green River tributary has a sodium bicarbonate-sulfate type water. At high flows, the dissolved solids generally are less than 1,000 milligrams per liter, and the water contains greater percentages of calcium and magnesium than at low flow.
The impacts of strip mining on the shallow ground-water flow system would be very localized due to the already low water levels and the segmented nature of the flow system. Similarly, water-quality impacts on the ground-water system would be localized. Natural geochemical processes are effective in limiting the severity and lateral spread of chemically enriched waters.
Streamflow magnitudes should not be significantly affected by mining activities. Stream quality impacts should be readily manageable by ordinary routing, impoundment, and treatment techniques.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834228","usgsCitation":"Horak, W., 1983, Water resources of the Rattlesnake Butte area, a site of potential lignite mining in west-central North Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4228, Report: vi, 53 p. 2 Plates: 23.74 x 12.80 inches and 21.90 x 14.80 inches, https://doi.org/10.3133/wri834228.","productDescription":"Report: vi, 53 p. 2 Plates: 23.74 x 12.80 inches and 21.90 x 14.80 inches","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":56605,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4228/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56606,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4228/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56607,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4228/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123563,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4228/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f03d1","contributors":{"authors":[{"text":"Horak, W.F.","contributorId":82326,"corporation":false,"usgs":true,"family":"Horak","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":198649,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27857,"text":"wri834044 - 1983 - Evaluation of the San Dieguito, San Elijo, and San Pasqual hydrologic subareas for reclaimed water use, San Diego County, California","interactions":[],"lastModifiedDate":"2023-04-10T18:19:36.73362","indexId":"wri834044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4044","title":"Evaluation of the San Dieguito, San Elijo, and San Pasqual hydrologic subareas for reclaimed water use, San Diego County, California","docAbstract":"A study was made to determine the suitability of three small hydrologic subareas in San Diego County, California, for reuse of municipal wastewater. Ground-water quality has been impacted by agricultural water use, imported water use, changes in natural recharge patterns, seawater intrusion, and intrusion of ground water from surrounding marine sediments; therefore, ground water is of limited value as a water-supply source. Reclaimed water use is feasible and expected to improve ground-water quality, creating a new source of water for agricultural use.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834044","usgsCitation":"Izbicki, J., 1983, Evaluation of the San Dieguito, San Elijo, and San Pasqual hydrologic subareas for reclaimed water use, San Diego County, California: U.S. Geological Survey Water-Resources Investigations Report 83-4044, vii, 131 p., https://doi.org/10.3133/wri834044.","productDescription":"vii, 131 p.","costCenters":[],"links":[{"id":415511,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35684.htm","linkFileType":{"id":5,"text":"html"}},{"id":56681,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120067,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4044/report-thumb.jpg"}],"country":"United States","state":"Calilfornia","county":"San Diego County","otherGeospatial":"San Dieguito, San Elijo, and San Pasqual hydrologic subareas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -117.069,\n 33.058\n ],\n [\n -117.29,\n 33.058\n ],\n [\n -117.29,\n 32.95\n ],\n [\n -117.069,\n 32.95\n ],\n [\n -117.069,\n 33.058\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65ac22","contributors":{"authors":[{"text":"Izbicki, J. A. 0000-0003-0816-4408","orcid":"https://orcid.org/0000-0003-0816-4408","contributorId":28244,"corporation":false,"usgs":true,"family":"Izbicki","given":"J. A.","affiliations":[],"preferred":false,"id":198793,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27998,"text":"wri834007 - 1983 - Application of remote-sensing techniques to hydrologic studies in selected coal-mined areas of southeastern Kansas","interactions":[],"lastModifiedDate":"2022-01-10T20:04:36.318938","indexId":"wri834007","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4007","title":"Application of remote-sensing techniques to hydrologic studies in selected coal-mined areas of southeastern Kansas","docAbstract":"Disturbances resulting from intensive coal mining in the Cherry Creek basin of southeastern Kansas were investigated using color and color-infrared aerial photography in conjunction with water-quality data from simultaneously acquired samples. Imagery was used to identify the type and extent of vegetative cover on strip-mined lands and the extent and success of reclamation practices. Drainage patterns, point sources of acid mine drainage, and recharge areas for underground mines were located for onsite inspection. Comparison of these interpretations with water-quality data illustrated differences between the eastern and western parts of the Cherry Creek basin. Contamination in the eastern part is due largely to circulation of water from unreclaimed strip mines and collapse features through the network of underground mines and subsequent discharge of acidic drainage through seeps. Contamination in the western part is primarily caused by runoff and seepage from strip-mined lands in which surfaces have frequently been graded and limed but are generally devoid of mature stands of soil-anchoring vegetation. The successful use of aerial photography in the study of Cherry Creek basin indicates the potential of using remote-sensing techniques in studies of other coal-mined regions.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834007","usgsCitation":"Kenny, J.F., and McCauley, J.R., 1983, Application of remote-sensing techniques to hydrologic studies in selected coal-mined areas of southeastern Kansas: U.S. Geological Survey Water-Resources Investigations Report 83-4007, Report: iv, 33 p.; 1 Plate: 16.01 × 18.60 inches, https://doi.org/10.3133/wri834007.","productDescription":"Report: iv, 33 p.; 1 Plate: 16.01 × 18.60 inches","costCenters":[],"links":[{"id":56824,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4007/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394124,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35653.htm"},{"id":56825,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123358,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4007/report-thumb.jpg"}],"country":"United States","state":"Kansas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.9720,\n 37.158\n ],\n [\n -94.5730,\n 37.158\n ],\n [\n -94.5730,\n 37.333\n ],\n [\n -94.9720,\n 37.333\n ],\n [\n -94.9720,\n 37.158\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a8ad","contributors":{"authors":[{"text":"Kenny, J. F.","contributorId":100378,"corporation":false,"usgs":true,"family":"Kenny","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199040,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McCauley, J. R.","contributorId":97533,"corporation":false,"usgs":true,"family":"McCauley","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199039,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68543,"text":"ha670 - 1983 - Predevelopment and 1980 water table in the northern high plains of Colorado; and water-level changes, predevelopment to 1980, and 1975 to 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:13:40","indexId":"ha670","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"670","title":"Predevelopment and 1980 water table in the northern high plains of Colorado; and water-level changes, predevelopment to 1980, and 1975 to 1980","language":"ENGLISH","doi":"10.3133/ha670","usgsCitation":"Borman, R.G., 1983, Predevelopment and 1980 water table in the northern high plains of Colorado; and water-level changes, predevelopment to 1980, and 1975 to 1980: U.S. Geological Survey Hydrologic Atlas 670, 3 maps on 1 sheet :col. ;30 x 65 cm. and smaller, sheet 79 x 71 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha670.","productDescription":"3 maps on 1 sheet :col. ;30 x 65 cm. and smaller, sheet 79 x 71 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186208,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90161,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/670/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f4821","contributors":{"authors":[{"text":"Borman, Ronald G.","contributorId":69944,"corporation":false,"usgs":true,"family":"Borman","given":"Ronald","email":"","middleInitial":"G.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":278428,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28002,"text":"wri834170 - 1983 - Reconnaissance of surface-water resources in the Togiak River basin, southwestern Alaska, 1980 and 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri834170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4170","title":"Reconnaissance of surface-water resources in the Togiak River basin, southwestern Alaska, 1980 and 1982","docAbstract":"Data collected during August and September 1980 and March 1982 describe hydrologic characteristics of the Togiak River and its tributaries. Surface waters are generally cold and clear, have significant wilderness recreation values, and provide outstanding salmon habitat. Late summer unit runoff ranged from 2.3 to 8.1 cubic feet per second per square mile. Stream width increased with discharge from about 20 feet on the tributaries to more than 300 feet on the Togiak River near its mouth. Mean depth increased with discharge downstream direction from about 1 to more than 4 feet. Mean velocity ranged between 1 and 4 feet per second and bore little relation to discharge. Late winter unit discharge for sites having little or no upstream lake storage was about 0.5 cubic foot per second per square mile. For the remaining sites, values ranged from 0.8 to 1.4 cubic feet per second per square mile. Unit runoff of maximum evident floods ranged from 12.9 to 50 cubic feet per second per square mile. Field measurements of water temperature, dissolved oxygen, pH, alkalinity and specific conductance indicated that water quality seems much the same throughout the basin and is influenced by the major lakes. Benthic invertebrates indicate a reasonably diverse fauna with midge larvae representing the largest percentage of all organisms found at most sites. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834170","usgsCitation":"Kernodle, D., Squires, R., and Childers, J., 1983, Reconnaissance of surface-water resources in the Togiak River basin, southwestern Alaska, 1980 and 1982: U.S. Geological Survey Water-Resources Investigations Report 83-4170, iv, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834170.","productDescription":"iv, 28 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158678,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4170/report-thumb.jpg"},{"id":56829,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624e40","contributors":{"authors":[{"text":"Kernodle, D.R.","contributorId":26691,"corporation":false,"usgs":true,"family":"Kernodle","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":199048,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Squires, R.R.","contributorId":85227,"corporation":false,"usgs":true,"family":"Squires","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":199050,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Childers, J.M.","contributorId":41455,"corporation":false,"usgs":true,"family":"Childers","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":199049,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68545,"text":"ha669 - 1983 - Geology, altitude, and depth of the bedrock surface beneath the Ogallala Formation in the northern High Plains of Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha669","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"669","title":"Geology, altitude, and depth of the bedrock surface beneath the Ogallala Formation in the northern High Plains of Colorado","language":"ENGLISH","doi":"10.3133/ha669","usgsCitation":"Borman, R.G., and Meredith, T.S., 1983, Geology, altitude, and depth of the bedrock surface beneath the Ogallala Formation in the northern High Plains of Colorado: U.S. Geological Survey Hydrologic Atlas 669, 2 maps on 1 sheet :col. ;sheet 79 x 84 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha669.","productDescription":"2 maps on 1 sheet :col. ;sheet 79 x 84 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190301,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90173,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/669/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104,38 ], [ -104,41 ], [ -102.68333333333334,41 ], [ -102.68333333333334,38 ], [ -104,38 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6ba","contributors":{"authors":[{"text":"Borman, Ronald G.","contributorId":69944,"corporation":false,"usgs":true,"family":"Borman","given":"Ronald","email":"","middleInitial":"G.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":278433,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meredith, Thomas S.","contributorId":21156,"corporation":false,"usgs":true,"family":"Meredith","given":"Thomas","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":278432,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68548,"text":"ha671 - 1983 - The Ogallala aquifer in the northern High Plains of Colorado - saturated thickness in 1980; saturated-thickness changes, predevelopment to 1980; hydraulic conductivity; specific yield; and predevelopment and 1980 probable well yields","interactions":[],"lastModifiedDate":"2012-02-02T00:13:21","indexId":"ha671","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"671","title":"The Ogallala aquifer in the northern High Plains of Colorado - saturated thickness in 1980; saturated-thickness changes, predevelopment to 1980; hydraulic conductivity; specific yield; and predevelopment and 1980 probable well yields","language":"ENGLISH","doi":"10.3133/ha671","usgsCitation":"Borman, R.G., 1983, The Ogallala aquifer in the northern High Plains of Colorado - saturated thickness in 1980; saturated-thickness changes, predevelopment to 1980; hydraulic conductivity; specific yield; and predevelopment and 1980 probable well yields: U.S. Geological Survey Hydrologic Atlas 671, 6 maps on 1 sheet :col. ;30 x 65 cm. and smaller, on sheet 81 x 97 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha671.","productDescription":"6 maps on 1 sheet :col. ;30 x 65 cm. and smaller, on sheet 81 x 97 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90176,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/671/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67aec4","contributors":{"authors":[{"text":"Borman, Ronald G.","contributorId":69944,"corporation":false,"usgs":true,"family":"Borman","given":"Ronald","email":"","middleInitial":"G.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":278439,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28441,"text":"wri8242 - 1983 - Magnitude and frequency of flooding on small urban watersheds in the Tampa Bay area, west-central Florida","interactions":[],"lastModifiedDate":"2019-11-26T11:15:19","indexId":"wri8242","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-42","title":"Magnitude and frequency of flooding on small urban watersheds in the Tampa Bay area, west-central Florida","docAbstract":"Hydrologic data collected on nine small urban watersheds in the Tampa Bay area of west-central Florida and a method for estimating peak discharges in the study area are described. The watersheds have mixed land use and range in size from 0.34 to 3.45 square miles. Watershed soils, land use, and storm-drainage system data are described. Urban development ranged from a sparsely populated area with open-ditch storm sewers and 19% impervious area to a completely sewered watershed with 61% impervious cover. The U.S. Geological Survey natural-basin and urban-watershed models were calibrated for the nine watersheds using 5-minute interval rainfall data from the Tampa, Florida, National Weather Service rain gage to simulate annual peak discharge for the period 1906-52. A log-Pearson Type III frequency analysis of the simulated annual maximum discharge was used to determine the 2-, 5-, 10-, 25-, 50-, and 100-year flood discharges for each watershed. Flood discharges were related in a multiple-linear regression to drainage area, channel slope, detention storage area, and an urban-development factor determined by the extent of curb and gutter street drainage and storm-sewer system. The average standard error for the regional relations ranged from + or - 32 to + or - 42%. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8242","usgsCitation":"Lopez, M.A., and Woodham, W.M., 1983, Magnitude and frequency of flooding on small urban watersheds in the Tampa Bay area, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 82-42, vi, 52 p. , https://doi.org/10.3133/wri8242.","productDescription":"vi, 52 p. ","costCenters":[],"links":[{"id":369640,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0042/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159181,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0042/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Tampa Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.6336669921875,\n 27.81478637667891\n ],\n [\n -82.1832275390625,\n 27.81478637667891\n ],\n [\n -82.1832275390625,\n 28.14950321154457\n ],\n [\n -82.6336669921875,\n 28.14950321154457\n ],\n [\n -82.6336669921875,\n 27.81478637667891\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649519","contributors":{"authors":[{"text":"Lopez, M. A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199803,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Woodham, W. M.","contributorId":72356,"corporation":false,"usgs":true,"family":"Woodham","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199804,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":53615,"text":"wri83132 - 1983 - Hydrology of Area 61, Northern Great Plains and Rocky Mountain Coal Provinces, Colorado and New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:11:42","indexId":"wri83132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-132","title":"Hydrology of Area 61, Northern Great Plains and Rocky Mountain Coal Provinces, Colorado and New Mexico","docAbstract":"Area 61 is located on the Colorado-New Mexico boundary in Huerfano and Las Animas Counties, Colorado, and Colfax County, New Mexico, and includes the Raton Mesa coal region. The 5 ,900-square-mile area is an asymmetrical structural trough bounded by the Rocky Mountains on the west and the Great Plains on the east. The area is drained by the Huerfano, Apishapa, Purgatoire, and Canadian Rivers (and their tributaries), all tributary to the Arkansas River. The principal coal-bearing formations are the Vermejo Formation of Late Cretaceous age and the Raton Formation of Late Cretaceous and Paleocene age. Much of the coal in the area is of coking quality, important to the metallurgical industry. Topographic relief in the area is greater than 8,700 feet, and this influences the climate which in turn affects the runoff pattern of area streams. Summer thunderstorms often result in flash floods. Virtually all geologic units in the region yield water. Depth to ground water ranges from land surface to 400 feet. Surface and ground water in the area contain mostly bicarbonate and sulfate ions; locally in the ground water, chloride ions predominate. Potential hydrologic problems associated with surface coal mining in the area are water-quality degradation, water-table decline, and increased erosion and sedimentation. (USGS)","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri83132","usgsCitation":"Abbott, P., Geldon, A.L., Cain, D., Hall, A.P., and Edelmann, P., 1983, Hydrology of Area 61, Northern Great Plains and Rocky Mountain Coal Provinces, Colorado and New Mexico (WRI/OFR): U.S. Geological Survey Water-Resources Investigations Report 83-132, vi, 99 p., https://doi.org/10.3133/wri83132.","productDescription":"vi, 99 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":123631,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0132/report-thumb.jpg"},{"id":91362,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0132/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604af7","contributors":{"authors":[{"text":"Abbott, P.O.","contributorId":21154,"corporation":false,"usgs":true,"family":"Abbott","given":"P.O.","email":"","affiliations":[],"preferred":false,"id":247920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Geldon, Arthur L.","contributorId":16395,"corporation":false,"usgs":true,"family":"Geldon","given":"Arthur","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":247919,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":247922,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hall, Alan P.","contributorId":8464,"corporation":false,"usgs":true,"family":"Hall","given":"Alan","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":247918,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Edelmann, Patrick","contributorId":86305,"corporation":false,"usgs":true,"family":"Edelmann","given":"Patrick","affiliations":[],"preferred":false,"id":247921,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":43686,"text":"ofr83938 - 1983 - Hydrologic-data stations and lake levels, Kenai-Nikiski area, Alaska, 1983","interactions":[],"lastModifiedDate":"2023-03-14T20:11:22.220168","indexId":"ofr83938","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"83-938","title":"Hydrologic-data stations and lake levels, Kenai-Nikiski area, Alaska, 1983","docAbstract":"The locations of 2 National Weather Service stations, 29 observation wells, 4 stream gages, and 12 lake-stage stations are depicted on a 1:63, 360-scale map. The periods of record and station descriptions are listed. Hydrographs depict water-level fluctuations of 12 lakes during the period 1970-1983.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83938","usgsCitation":"Bailey, B.J., 1983, Hydrologic-data stations and lake levels, Kenai-Nikiski area, Alaska, 1983: U.S. Geological Survey Open-File Report 83-938, 2 Plates: 27.95 x 24.23 inches and 27.76 x 23.80 inches, https://doi.org/10.3133/ofr83938.","productDescription":"2 Plates: 27.95 x 24.23 inches and 27.76 x 23.80 inches","costCenters":[],"links":[{"id":161799,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81272,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0938/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81271,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0938/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":414126,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14286.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Alaska","otherGeospatial":"Kenai-Nikiski area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -151.417,\n 60.694\n ],\n [\n -151.417,\n 60.431\n ],\n [\n -150.9,\n 60.431\n ],\n [\n -150.9,\n 60.694\n ],\n [\n -151.417,\n 60.694\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a3f2","contributors":{"authors":[{"text":"Bailey, Bonnie J.","contributorId":43399,"corporation":false,"usgs":true,"family":"Bailey","given":"Bonnie","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":228556,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44521,"text":"wri824014 - 1983 - Hydraulic conductivity, specific yield, and pumpage — High Plains aquifer system, Nebraska","interactions":[],"lastModifiedDate":"2022-01-12T20:36:58.009779","indexId":"wri824014","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4014","title":"Hydraulic conductivity, specific yield, and pumpage — High Plains aquifer system, Nebraska","docAbstract":"Hydrologic data used to evalute the ground-water potential of the High Plains aquifer system in Nebraska are presented on maps showing the hydraulic conductivity and specific yield of the aquifer system and the volume and distribution of water pumped for irrigation from the aquifer system during 1980. The High Plains aquifer system underlies 177,000 square miles in parts of eight states, including 64,770 square miles in Nebraska. It consists of the Ogallala Formation and Tertiary and Quaternary deposits that are saturated and hydraulically connected to the Ogallala. The hydraulic conductivity of the aquifer system varies from greater than 200 feet per day in parts of the North Platte, Platte, Elkhorn, and Republican River valleys to less than 25 feet per day in the northwestern part of the state. Specific yield of the aquifer system ranges from 10 to 20 percent in most of the state and averages 16 percent. The estimated volume of water recoverable from the aquifer system in Nebraska is 2,237 million acre-feet. Inches of water withdrawn from the aquifer system during 1980 varied from less than 1.5 in the sandhills of north-central Nebraska to more than 12 in the Platte River and Blue River basins. This withdrawal represents about 6,703,000 acre-feet of ground water.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824014","usgsCitation":"Pettijohn, R.A., and Chen, H., 1983, Hydraulic conductivity, specific yield, and pumpage — High Plains aquifer system, Nebraska: U.S. Geological Survey Water-Resources Investigations Report 82-4014, 3 Plates : 43.50 × 31.50 inches, https://doi.org/10.3133/wri824014.","productDescription":"3 Plates : 43.50 × 31.50 inches","costCenters":[],"links":[{"id":81903,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4014/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":162322,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4014/report-thumb.jpg"},{"id":394272,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49150.htm"}],"country":"United States","state":"Nebraska","otherGeospatial":"High Plains aquifer 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eb1b","contributors":{"authors":[{"text":"Fairchild, Roy W.","contributorId":79155,"corporation":false,"usgs":true,"family":"Fairchild","given":"Roy","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":238281,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, Robert E.","contributorId":10403,"corporation":false,"usgs":true,"family":"Davis","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":238280,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":7782,"text":"ofr83677 - 1983 - Hydrology of the Jasper (Miocene) Aquifer in the Southeast Texas coastal plain","interactions":[],"lastModifiedDate":"2025-09-23T16:51:31.349837","indexId":"ofr83677","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"83-677","title":"Hydrology of the Jasper (Miocene) Aquifer in the Southeast Texas coastal plain","docAbstract":"The Jasper (Miocene) aquifer is one of several important hydrologic units in the Gulf Coastal Plain. Because the Jasper aquifer underlies shallower aquifers in many areas, regional water withdrawals from the Jasper are not significant; however, it is capable of yielding 3,000 gallons per minute (200 liters per second) or more of water to wells in certain areas. The Jasper is underlain by the Catahoula confining system (restricted) and overlain by the Burkeville confining system. The Evangeline and Chicot aquifers, in turn, overlie the Burkeville and also are prolific water-yielding aquifers.
The ground-water hydrology of the Jasper aquifer in an area of about 20,000 square miles (52,000 square kilometers) was simulated by a two-dimensional digital model using a steady-state approach. The model represents hydrologic conditions prior to development by wells, when natural recharge equaled natural discharge. The model's grid pattern of 15 x 24 nodes varies from a dimension of 5 by 10 miles (8 by 16 kilometers) in the outcrop to 10 by 10 miles (16 by 16 kilometers) in the artesian section downdip from the outcrop.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83677","collaboration":"Prepared in cooperation with the Texas Department of Water Resources","usgsCitation":"Baker, E., 1983, Hydrology of the Jasper (Miocene) Aquifer in the Southeast Texas coastal plain: U.S. Geological Survey Open-File Report 83-677, Report: viii, 68 p.; 17 Plates: 20.28 x 10.58 inches or smaller, https://doi.org/10.3133/ofr83677.","productDescription":"Report: viii, 68 p.; 17 Plates: 20.28 x 10.58 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdc3a","contributors":{"authors":[{"text":"Baker, E.T.","contributorId":11584,"corporation":false,"usgs":true,"family":"Baker","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":156590,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70185620,"text":"70185620 - 1983 - Effect of retorted-oil shale leachate on a blue-green alga (Anabaena flos-aquae)","interactions":[],"lastModifiedDate":"2020-03-09T19:46:04","indexId":"70185620","displayToPublicDate":"1983-12-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1103,"text":"Bulletin of Environmental Contamination and Toxicology","active":true,"publicationSubtype":{"id":10}},"title":"Effect of retorted-oil shale leachate on a blue-green alga (Anabaena flos-aquae)","docAbstract":"In the event of the development of the large oil shale reserves of Colorado, Utah, and Wyoming, one of the main environmental concerns will be disposal of retorted-oil shale which will be generated in greater volume than the original volume oI the mined oil shale. Investigators have found that leachates of retorted-oil shale are alkaline and have large concentrations of dissolved solids, molybdenum, boron, and fluoride (STOLLENWERK & RUNNELS 1981). STOLLENWERK & RUNNELS (1981) concluded that drainage from waste shale piles could have deleterious effects on the water quality of streams in northwestern Colorado.
","language":"English","publisher":"Springer","doi":"10.1007/BF01610091","usgsCitation":"McKnight, D.M., Pereira, W.E., Rostad, C.E., and Stiles, E.A., 1983, Effect of retorted-oil shale leachate on a blue-green alga (Anabaena flos-aquae): Bulletin of Environmental Contamination and Toxicology, v. 30, no. 1, p. 6-16, https://doi.org/10.1007/BF01610091.","productDescription":"11 p. ","startPage":"6","endPage":"16","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338321,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"30","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58d6303fe4b05ec799131115","contributors":{"authors":[{"text":"McKnight, Diane M.","contributorId":59773,"corporation":false,"usgs":false,"family":"McKnight","given":"Diane","email":"","middleInitial":"M.","affiliations":[{"id":16833,"text":"INSTAAR, University of Colorado","active":true,"usgs":false}],"preferred":false,"id":686136,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pereira, Wilfred E.","contributorId":95552,"corporation":false,"usgs":true,"family":"Pereira","given":"Wilfred","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":686137,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rostad, Colleen E. cerostad@usgs.gov","contributorId":833,"corporation":false,"usgs":true,"family":"Rostad","given":"Colleen","email":"cerostad@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":686138,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Stiles, Eric A.","contributorId":8449,"corporation":false,"usgs":true,"family":"Stiles","given":"Eric","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":686139,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70186166,"text":"70186166 - 1983 - Rhodamine-WT dye losses in a mountain stream environment","interactions":[],"lastModifiedDate":"2020-01-26T09:40:51","indexId":"70186166","displayToPublicDate":"1983-12-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2529,"text":"Journal of the American Water Resources Association","active":true,"publicationSubtype":{"id":10}},"title":"Rhodamine-WT dye losses in a mountain stream environment","docAbstract":"A significant fraction of rhodamine WT dye was lost during a short term multitracer injection experiment in a mountain stream environment. The conservative anion chloride and the sorbing cation lithium were concurrently injected. In-stream rhodamine WT concentrations were as low as 45 percent of that expected, based on chloride data. Concentration data were available from shallow‘wells’dug near the stream course and from a seep of suspected return flow. Both rhodamine WT dye and lithium were nonconservative with respect to the conservative chloride, with rhodamine WT dye closely following the behavior of the sorbing lithium.
Nonsorption and sorption mechanisms for rhodamine WT loss in a mountain stream were evaluated in laboratory experiments. Experiments evaluating nonsorption losses indicated minimal losses by such mechanisms. Laboratory experiments using sand and gravel size streambed sediments show an appreciable capacity for rhodamine WT sorption.
The detection of tracers in the shallow wells and seep indicates interaction between the stream and the flow in the surrounding subsurface, intergravel water, system. The injected tracers had ample opportunity for intimate contact with materials shown in the laboratory experiments to be potentially sorptive. It is suggested that in the study stream system, interaction with streambed gravel was a significant mechanism for the attenuation of rhodamine WT dye (relative to chloride).
","language":"English","publisher":"Wiley","doi":"10.1111/j.1752-1688.1983.tb05944.x","usgsCitation":"Bencala, K.E., Rathburn, R.E., Jackman, A.P., Kennedy, V.C., Zellweger, G.W., and Avanzino, R.J., 1983, Rhodamine-WT dye losses in a mountain stream environment: Journal of the American Water Resources Association, v. 19, no. 6, p. 943-950, https://doi.org/10.1111/j.1752-1688.1983.tb05944.x.","productDescription":"8 p. ","startPage":"943","endPage":"950","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338829,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"19","issue":"6","noUsgsAuthors":false,"publicationDate":"2007-06-08","publicationStatus":"PW","scienceBaseUri":"58de1955e4b02ff32c699cdd","contributors":{"authors":[{"text":"Bencala, Kenneth E. kbencala@usgs.gov","contributorId":1541,"corporation":false,"usgs":true,"family":"Bencala","given":"Kenneth","email":"kbencala@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":687732,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rathburn, Ronald E.","contributorId":190187,"corporation":false,"usgs":false,"family":"Rathburn","given":"Ronald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":687733,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jackman, Alan P.","contributorId":28239,"corporation":false,"usgs":true,"family":"Jackman","given":"Alan","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":687734,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kennedy, Vance C.","contributorId":102063,"corporation":false,"usgs":true,"family":"Kennedy","given":"Vance","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":687735,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Zellweger, Gary W.","contributorId":71171,"corporation":false,"usgs":true,"family":"Zellweger","given":"Gary","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":687736,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Avanzino, Ronald J.","contributorId":24355,"corporation":false,"usgs":true,"family":"Avanzino","given":"Ronald","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":687737,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ]}