Five glacial and four bedrock aquifers were delineated in Hanson and Davison Counties. The glacial aquifers, outwash deposits confined by as much as 275 feet of glacial till, are the Floyd, Plum Creek, Ethan, Warren, and Alexandria. The bedrock aquifers are the Niobrara, Codell, Dakota, and Sioux Quartzite Wash, and may be as much as 80, 350, 700, and 500 feet below land surface, respectively. The glacial aquifers averaged 13 to 40 feet in thickness and contain about 670,000 acre-feet of water in storage. Recharge to the Floyd and Plum Creek aquifers is from the Sioux Quartzite Wash aquifer and from fractures in the Sioux Quartzite. Recharge to the Ethan and Warren aquifers is from the Niobrara aquifer. Reported yield to wells from the Floyd and Plum Creek aquifers was as much as 1,000 gallons per minute. Predominant chemical constituents in water from the glacial aquifers are sulfate, calcium, and sodium. The bedrock aquifers averaged 40 to 110 feet in the thickness and contain about 11.3 million acre-feet of water in storage. The direction of water movement in the aquifers is to the northeast. The average reported yield from wells in the bedrock aquifers ranged from 1 to 75 gallons per minute. Reported yield from wells in the Niobrara aquifer was as much as 1,000 gallons per minute. Predominant chemical constituents in water from the Niobrara and Codell aquifers were sulfate, sodium, and calcium. Predominant chemical constituents in water from the Dakota and Sioux Quartzite wash were sulfate and calcium.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834108","usgsCitation":"Hansen, D.S., 1983, Water resources of Hanson and Davison Counties, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4108, vi, 55 p., https://doi.org/10.3133/wri834108.","productDescription":"vi, 55 p.","costCenters":[],"links":[{"id":407983,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35729.htm","linkFileType":{"id":5,"text":"html"}},{"id":56387,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4108/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158856,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4108/report-thumb.jpg"}],"country":"United States","state":"South Dakota","county":"Davison County, Hanson County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-97.9621,43.4984],[-98.0871,43.4984],[-98.1136,43.4994],[-98.202,43.4982],[-98.3219,43.4998],[-98.3255,43.585],[-98.3266,43.851],[-97.9662,43.851],[-97.8494,43.8505],[-97.6083,43.85],[-97.6048,43.4987],[-97.7254,43.4995],[-97.8429,43.4978],[-97.9621,43.4984]]]},\"properties\":{\"name\":\"Davison\",\"state\":\"SD\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0878","contributors":{"authors":[{"text":"Hansen, D. S.","contributorId":70003,"corporation":false,"usgs":true,"family":"Hansen","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198262,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56247,"text":"wdrOK811 - 1983 - Water resources data, Oklahoma, water year 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:11:48","indexId":"wdrOK811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"OK-81-1","title":"Water resources data, Oklahoma, water year 1981","language":"ENGLISH","doi":"10.3133/wdrOK811","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1983, Water resources data, Oklahoma, water year 1981: U.S. Geological Survey Water Data Report OK-81-1, 546 p., https://doi.org/10.3133/wdrOK811.","productDescription":"546 p.","costCenters":[],"links":[{"id":174628,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0ac9","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":532460,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27068,"text":"wri834008 - 1983 - Significance of water quality to fish propagation, waterfowl habitat, livestock watering, and recreation use for 24 lakes and reservoirs in Valley and Phillips Counties, Montana","interactions":[],"lastModifiedDate":"2022-12-12T21:23:46.789365","indexId":"wri834008","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":"83-4008","title":"Significance of water quality to fish propagation, waterfowl habitat, livestock watering, and recreation use for 24 lakes and reservoirs in Valley and Phillips Counties, Montana","docAbstract":"Twenty-four reservoirs were sampled for water quality to determine their suitability for fish propagation, waterfowl habitat, livestock watering, and recreation. Reservoir-surface areas ranged from 0.2 to 146 hectares and depths ranged from 0.01 to 6.0 meters. Of the reservoirs studied, six generally had water quality that would not be detrimental to fish propagation. Most of the reservoirs were enriched with nutrients and supported large concentrations of phytoplankton and dense growth of aquatic plants. In late winter and late summer, enrichment of shallow reservoirs often resulted in dissolved-oxygen concentrations less than 5.0 milligrams per liter, which is detrimental to fish. Three reservoirs lacked aquatic plants for water fowl habitat. Four reservoirs had small dissolved-oxygen concentration in the bottom water that might be critical to the protection of waterfowl if botulism were to occur. Specific conductance of water samples from three reservoirs was sufficiently close to the criterion of 4,800 microsiemens per centimeter at 25 degrees celsius to be regarded as potentially hazardous to livestock. However, most of the reservoirs generally would not be conducive to recreational swimming. Visibility was limited in most of the reservoirs. In addition, leech populations and growth of submersed aquatic plants in most of the reservoirs would be a nuisance to swimmers.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834008","usgsCitation":"Ferreira, R.F., 1983, Significance of water quality to fish propagation, waterfowl habitat, livestock watering, and recreation use for 24 lakes and reservoirs in Valley and Phillips Counties, Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4008, v, 58 p., https://doi.org/10.3133/wri834008.","productDescription":"v, 58 p.","costCenters":[],"links":[{"id":410318,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35654.htm","linkFileType":{"id":5,"text":"html"}},{"id":55938,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4008/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158672,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4008/report-thumb.jpg"}],"country":"United States","state":"Montana","county":"Phillips County, Valley County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -106.458,\n 47.817\n ],\n [\n -106.458,\n 49\n ],\n [\n -108.281,\n 49\n ],\n [\n -108.281,\n 47.817\n ],\n [\n -106.458,\n 47.817\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d4e4b07f02db5dd03a","contributors":{"authors":[{"text":"Ferreira, R. F.","contributorId":80690,"corporation":false,"usgs":true,"family":"Ferreira","given":"R.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197503,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28866,"text":"wri834083 - 1983 - Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834083","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":"83-4083","title":"Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington","docAbstract":"Elevations and inundation areas of a 100-year flood of the Soleduck River, Washington, were determined by the U.S. Geological Survey for the area in the vicinity of the Sol Duc Hot Springs resort, a public facility in the Olympic National Park that under Federal law must be located beyond or protected from damage by a 100-year flood. Results show that most flooding could be eliminated by raising parts of an existing dike. In general, little flood damage is expected, except at the southern end of an undeveloped airstrip that could become inundated and hazardous due to flow from a tributary. The airstrip is above the 100-year flood of the Soleduck River.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834083","usgsCitation":"Nelson, L.M., 1983, Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4083, iii, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834083.","productDescription":"iii, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118932,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4083/report-thumb.jpg"},{"id":57746,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef25f","contributors":{"authors":[{"text":"Nelson, L. M.","contributorId":39773,"corporation":false,"usgs":true,"family":"Nelson","given":"L.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200527,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3421,"text":"cir1001 - 1983 - Estimated Use of Water in the United States in 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir1001","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1001","title":"Estimated Use of Water in the United States in 1980","docAbstract":"Water use in the United States in 1980 was estimated to be an average of 450 bgd (billion gallons per day) of fresh and saline water for offstream uses- an 8-percent increase from the 1975 estimate and a 22-percent increase from the 1970 estimate. Average per capita use for all offstream uses was 2,000 gpd (gallons per day) of fresh and saline water, and 1,600 gpd of fresh water; this represents a slight increase since 1975. Offstream uses include (1) public supply (domestic, public, commercial, and industrial uses), (2) rural (domestic and livestock uses), (3) irrigation, and (4) self-supplied industrial uses (including thermoelectric power). From 1975 to 1980, public supply use increased 15 percent to 34 bgd, rural use increased 14 percent to 5.6 bgd, irrigation use increased 7 percent to 150 bgd, and self-supplied industrial use increased 8 percent to 260 bgd. Within the industrial category, thermoelectric power generation increased 9 percent to 210 bgd, whereas other self-supplied industrial uses remained approximately constant at 45 bgd. Total fresh water consumed- that part of water withdrawn that is no longer available for subsequent use- by these offstream uses increased 7 percent to 100 bgd, with irrigation accounting for the largest part of water consumed, estimated at 83 bgd. Estimates of withdrawals by source indicate that from 1975 to 1980, total groundwater withdrawals increased 7 percent to 89 bgd, and total surface-water withdrawals increased 9 percent to 360 bgd. Total saline-water withdrawals increased by about 2 bgd to 72 bgd, of which 71 bgd was saline surface water. Reclaimed sewage amounted to about 0.5 bgd in 1980, an 11-percent decrease from 1975. Water used for hydroelectric power generation, an instream use, remained unchanged from 1975 at 3,300 bgd. This is in contrast to the increasing trend from 1950 to 1975. Although 1980 estimates of water use were higher than the 1975 estimates for all offstream categories, trends establishing during the periods 1970 to 1975 and 1975 to 1980 indicate a general slackening in the rate of increase of total withdrawls in comparison to the period 1965 to 1970. (USGS)","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/cir1001","usgsCitation":"Solley, W.B., Chase, E.B., and Mann, W.B., 1983, Estimated Use of Water in the United States in 1980: U.S. Geological Survey Circular 1001, vii, 56 p., https://doi.org/10.3133/cir1001.","productDescription":"vii, 56 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":123908,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1983/1001/report-thumb.jpg"},{"id":30436,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1983/1001/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd54","contributors":{"authors":[{"text":"Solley, Wayne B.","contributorId":61409,"corporation":false,"usgs":true,"family":"Solley","given":"Wayne","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chase, Edith B.","contributorId":11192,"corporation":false,"usgs":true,"family":"Chase","given":"Edith","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146873,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mann, William B. IV","contributorId":8838,"corporation":false,"usgs":true,"family":"Mann","given":"William","suffix":"IV","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146872,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":10589,"text":"ofr83528 - 1983 - Kansas ground-water observation-well network, 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:06:26","indexId":"ofr83528","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":"83-528","title":"Kansas ground-water observation-well network, 1983","docAbstract":"The locations of 1,940 selected wells in 72 counties, which comprised the Kansas groundwater observation-well network 1983, are listed. Water level measurements are made in these wells on a continuous, monthly, quarterly, or annual basis. Data collected from the observation well network are stored in a computer and have been published in various formats. The observation well network provides a continuing program of collection, analysis, and storage of groundwater level data required to define and describe the groundwater resources of Kansas. Accurate groundwater information is the single most important item for management of the State 's groundwater resource and is required for the application of research to the solution of groundwater related problems. The information provided by the observation well network is needed at all management levels to aid in the evaluation and conservation of groundwater. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83528","usgsCitation":"Pabst, M.E., 1983, Kansas ground-water observation-well network, 1983: U.S. Geological Survey Open-File Report 83-528, vi, 63 p. ill., map ;28 cm., https://doi.org/10.3133/ofr83528.","productDescription":"vi, 63 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":142988,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0528/report-thumb.jpg"},{"id":38415,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0528/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4871","contributors":{"authors":[{"text":"Pabst, Marilyn E.","contributorId":25566,"corporation":false,"usgs":true,"family":"Pabst","given":"Marilyn","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161639,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29578,"text":"wri834021 - 1983 - A reconnaissance of ground-water contamination at selected landfills in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri834021","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":"83-4021","title":"A reconnaissance of ground-water contamination at selected landfills in Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Services Section [distributor],","doi":"10.3133/wri834021","usgsCitation":"Schneider, P.A., and Turk, J., 1983, A reconnaissance of ground-water contamination at selected landfills in Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4021, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834021.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119408,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4021/report-thumb.jpg"},{"id":58406,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a869a","contributors":{"authors":[{"text":"Schneider, P. A. Jr.","contributorId":18771,"corporation":false,"usgs":true,"family":"Schneider","given":"P.","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201754,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Turk, J.T.","contributorId":94259,"corporation":false,"usgs":true,"family":"Turk","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":201755,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30142,"text":"wri834171 - 1983 - Geohydrologic data and test results from well J-13, Nevada Test Site, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri834171","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":"83-4171","title":"Geohydrologic data and test results from well J-13, Nevada Test Site, Nye County, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834171","usgsCitation":"Thordarson, W., 1983, Geohydrologic data and test results from well J-13, Nevada Test Site, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 83-4171, vi, 63 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834171.","productDescription":"vi, 63 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123154,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4171/report-thumb.jpg"},{"id":58954,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4171/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f36","contributors":{"authors":[{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":202754,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10564,"text":"ofr821013 - 1983 - Water resources of the Zuni Tribal Lands, McKinley and Cibola counties, New Mexico","interactions":[{"subject":{"id":10564,"text":"ofr821013 - 1983 - Water resources of the Zuni Tribal Lands, McKinley and Cibola counties, New Mexico","indexId":"ofr821013","publicationYear":"1983","noYear":false,"title":"Water resources of the Zuni Tribal Lands, McKinley and Cibola counties, New Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":2420,"text":"wsp2227 - 1987 - Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico","indexId":"wsp2227","publicationYear":"1987","noYear":false,"title":"Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico"},"id":1}],"supersededBy":{"id":2420,"text":"wsp2227 - 1987 - Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico","indexId":"wsp2227","publicationYear":"1987","noYear":false,"title":"Water resources of the Zuni tribal lands, McKinley and Cibola Counties, New Mexico"},"lastModifiedDate":"2022-09-07T15:44:24.905824","indexId":"ofr821013","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":"82-1013","title":"Water resources of the Zuni Tribal Lands, McKinley and Cibola counties, New Mexico","docAbstract":"An evaluation of the water resources of the Zuni Tribal lands in west-central New Mexico was made to determine the yield, variability, and quality of water available to the Pueblo of Zuni. This study is needed to aid in orderly development of these resources.
Rocks of Permian to Quaternary age supply stock, irrigation, and domestic water to the Zuni Indians. The Glorieta Sandstone and San Andres Limestone (Glorieta-San Andres aquifer) of Permian age and sandstones in the Chinle Formation of Triassic age provide most of this water supply.
Water in the Glorieta-San Andres aquifer is confined by minimal-permeability shales and is transmitted through the aquifer along interconnected solution channels and fractures. Water-level and water-quality information indicate greater hydraulic conductivities along the southern boundaries of Zuni Tribal lands.
Well yields from the Glorieta-San Andres aquifer are as much as 150 gallons per minute and aquifer transmissivity ranges from 30 to 1,400 feet squared per day. Long-term, water-level declines of as much as 29 feet have been measured near pumping centers at Black Rock. Multiple-well aquifer tests are needed to further define aquifer properties (storage, transmissivity, and leakage from confining units) and the effects of well design on well yields. Dissolved-solids concentrations in water from the aquifer ranged from 331 to 1,068 milligrams per liter. Calcium and sulfate are the predominant ions.
Water in sandstones of the Chinle Formation is confined by adjacent shales and is transmitted along interconnected fractures. Well yields range from 5 to 125 gallons per minute and aquifer transmissivity ranges from 40 to 1,400 feet squared per day. Water-level declines of as much as 27 feet have been measured near Zuni Village. Dissolved-solids concentrations in water from the aquifer ranged from 215 to 1,980 milligrams per liter. Sodium and bicarbonate are the predominant ions.
Other sources of ground water are used primarily for livestock watering by means of windmills, with the exception of buried alluvial channel deposits along the Rio Pescado. These deposits provide domestic and irrigation water through springs and wells to Pescado and Black Rock.
The Bidahochi Formation of Miocene and Pliocene age could potentially provide an additional supply of water chemically suitable for most uses. Seismic-reflection techniques are being used to locate buried channels eroded in the rocks underlying the Bidahochi Formation. These buried channels may contain thicker sections of saturated sands and gravels that could be developed for stock and domestic use.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr821013","collaboration":"Prepared in cooperation with the Pueblo of Zuni","usgsCitation":"Orr, B.R., 1983, Water resources of the Zuni Tribal Lands, McKinley and Cibola counties, New Mexico: U.S. Geological Survey Open-File Report 82-1013, Report: 179 p.; 2 Plates: 23.21 x 19.52 inches and 20.83 x 30.61 inches, https://doi.org/10.3133/ofr821013.","productDescription":"Report: 179 p.; 2 Plates: 23.21 x 19.52 inches and 20.83 x 30.61 inches","costCenters":[],"links":[{"id":406315,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/1013/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":406314,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/1013/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":406313,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1013/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144134,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1013/report-thumb.jpg"}],"country":"United States","state":"New Mexico","county":"Cibola County, McKinley County","otherGeospatial":"Zuni Tribal Lands","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -109.061279296875,\n 34.134541681937364\n ],\n [\n -107.0068359375,\n 34.134541681937364\n ],\n [\n -107.0068359375,\n 35.96022296929667\n ],\n [\n -109.061279296875,\n 35.96022296929667\n ],\n [\n -109.061279296875,\n 34.134541681937364\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f03be","contributors":{"authors":[{"text":"Orr, Brennon R.","contributorId":18747,"corporation":false,"usgs":true,"family":"Orr","given":"Brennon","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":161599,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10631,"text":"ofr83212 - 1983 - Streamflow and suspended-sediment transport in Garvin Brook, Winona County, southeastern Minnesota: Hydrologic data for 1982","interactions":[],"lastModifiedDate":"2018-03-19T10:44:25","indexId":"ofr83212","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":"83-212","title":"Streamflow and suspended-sediment transport in Garvin Brook, Winona County, southeastern Minnesota: Hydrologic data for 1982","docAbstract":"Streamflow and suspended-sediment-transport data were collected in Garvin Brook watershed in Winona County, southeastern Minnesota, during 1982. The data collection was part of a study to determine the effectiveness of agricultural best-management practices designed to improve rural water quality. The study is part of a Rural Clean Water Program demonstration project undertaken by the U.S. Department of Agriculture. Continuous streamflow data were collected at three gaging stations during March through September 1982. Suspended-sediment samples were collected at two of the gaging stations. Samples were collected manually at weekly intervals. During periods of rapidly changing stage, samples were collected at 30-minute to 12-hour intervals by stage-activated automatic samplers. The samples were analyzed for suspendedsediment concentration and particle-size distribution. Particlesize distributions were also determined for one set of bedmaterial samples collected at each sediment-sampling site. The streamflow and suspended-sediment-concentration data were used to compute records of mean-daily flow, mean-daily suspended-sediment concentration, and daily suspended-sediment discharge. The daily records are documented and results of analyses for particle-size distribution and of vertical sampling in the stream cross sections are given.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr83212","collaboration":"Prepared in cooperation with the Minnesota Pollution Control Agency","usgsCitation":"Payne, G.A., 1983, Streamflow and suspended-sediment transport in Garvin Brook, Winona County, southeastern Minnesota: Hydrologic data for 1982: U.S. Geological Survey Open-File Report 83-212, iii, 22 p., https://doi.org/10.3133/ofr83212.","productDescription":"iii, 22 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":144040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0212/report-thumb.jpg"},{"id":38465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Winona County","otherGeospatial":"Garvin Brook","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.16567993164062,\n 43.8533454775848\n ],\n [\n -92.16567993164062,\n 44.224536189912925\n ],\n [\n -91.61773681640625,\n 44.224536189912925\n ],\n [\n -91.61773681640625,\n 43.8533454775848\n ],\n [\n -92.16567993164062,\n 43.8533454775848\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4eee","contributors":{"authors":[{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161714,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11338,"text":"ofr821007 - 1983 - Low-flow characteristics of Indiana streams","interactions":[],"lastModifiedDate":"2012-02-02T00:06:25","indexId":"ofr821007","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":"82-1007","title":"Low-flow characteristics of Indiana streams","docAbstract":"Knowledge of low-flow data for Indiana streams is essential to the planners and developers of water resources for municipal, industrial, and recreational uses in the State. Low-flow data for 219 continuous-record gaging stations through the 1978 water year and for some stations since then are presented in tables and curves. Flow-duration and low-flow-frequency data were estimated or determined for continuous-record stations having more than 10 years of record. In addition, low-flow-frequency data were estimated for 248 partial-record stations. Methods for estimating these data are included in the report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr821007","usgsCitation":"Stewart, J.A., 1983, Low-flow characteristics of Indiana streams: U.S. Geological Survey Open-File Report 82-1007, ix, 284 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr821007.","productDescription":"ix, 284 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":143151,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1007/report-thumb.jpg"},{"id":39146,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648610","contributors":{"authors":[{"text":"Stewart, J. A.","contributorId":50158,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":162959,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10837,"text":"ofr82174 - 1983 - Water levels and salinities of water within the Evangeline Aquifer in an area southwest of Corpus Christi, Texas","interactions":[],"lastModifiedDate":"2016-08-11T14:12:56","indexId":"ofr82174","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":"82-174","title":"Water levels and salinities of water within the Evangeline Aquifer in an area southwest of Corpus Christi, Texas","docAbstract":"During 1982, about 275 wells located in a 4,680 square-mile area southwest of Corpus Christi, Texas were measured to determine water-levels and specific conductance of water in the Evangeline aquifer. A large cone of depression with a maximum depth of 200 feet below NGVD of 1929 was identified near Kingsville. This cone of depression affects most of Kleburg County and parts of other counties.
\nSpecific conductance, indicating the salinity of collected water samples, ranged from 940 micromhos per centimeter to 6,900 micromhos per centimeter. High values of specific conductance may be due to failure of well casings. Well casing failure is suspected in a few other wells also.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr82174","usgsCitation":"Rettman, P., 1983, Water levels and salinities of water within the Evangeline Aquifer in an area southwest of Corpus Christi, Texas: U.S. Geological Survey Open-File Report 82-174, ii, 26 p., https://doi.org/10.3133/ofr82174.","productDescription":"ii, 26 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":38633,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0174/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145724,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0174/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9e2c","contributors":{"authors":[{"text":"Rettman, Paul","contributorId":68699,"corporation":false,"usgs":true,"family":"Rettman","given":"Paul","affiliations":[],"preferred":false,"id":162055,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27120,"text":"wri834236 - 1983 - PHRQINPT, an interactive computer program for constructing input data sets to the geochemical simulation program PHREEQE","interactions":[],"lastModifiedDate":"2018-03-21T15:28:23","indexId":"wri834236","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":"83-4236","title":"PHRQINPT, an interactive computer program for constructing input data sets to the geochemical simulation program PHREEQE","docAbstract":"PHRQINPT is a FORTRAN 77 program which facilitates formulation of the input data file to PHREEQE (Parkhurst, Thorstenson, and Plummer, 1980). PHRQINPT runs interactively and contains many features to help the user construct the input data set. This report describes these features and gives instructions on the use and implementation of PHRQINPT. A listing of the program and the two accompanying data sets are given in the attachments, along with two examples. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834236","usgsCitation":"Fleming, G., and Plummer, N., 1983, PHRQINPT, an interactive computer program for constructing input data sets to the geochemical simulation program PHREEQE: U.S. Geological Survey Water-Resources Investigations Report 83-4236, iii, 111 p. ;28 cm., https://doi.org/10.3133/wri834236.","productDescription":"iii, 111 p. ;28 cm.","costCenters":[],"links":[{"id":119985,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4236/report-thumb.jpg"},{"id":55984,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4236/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689e60","contributors":{"authors":[{"text":"Fleming, G.W.","contributorId":81937,"corporation":false,"usgs":true,"family":"Fleming","given":"G.W.","email":"","affiliations":[],"preferred":false,"id":197589,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Plummer, Niel 0000-0002-4020-1013 nplummer@usgs.gov","orcid":"https://orcid.org/0000-0002-4020-1013","contributorId":190100,"corporation":false,"usgs":true,"family":"Plummer","given":"Niel","email":"nplummer@usgs.gov","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":197588,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10461,"text":"ofr8336 - 1983 - Gain-loss study along two streams in the upper Sabine River basin, Texas; August-September 1981","interactions":[],"lastModifiedDate":"2016-08-11T15:30:58","indexId":"ofr8336","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":"83-36","title":"Gain-loss study along two streams in the upper Sabine River basin, Texas; August-September 1981","docAbstract":"A gain-loss study was made August-September 1981 along the upper Sabine River from Lake Tawakoni to Farm Road 2517 near Carthage and along Lake Fork Creek from Lake Fork Reservoir to its junction (mouth) with the Sabine River. The hydrologic data collected during the gain-loss study indicated that during periods of low flow on the Sabine River, at least as much water as is released from Lake Tawakoni and from Lake Fork Reservoir will be available downstream at Farm Road 14 near Big Sandy and at Farm Road 2517 near Carthage. Gains from bank seepage and small tributary inflows compensate for losses due to evaporation, evapotranspiration, and loss of water into the alluvial aquifer.
\nDissolved solids concentrations in the Sabine River, estimated from specific conductance, increased from about 120 milligrams per liter near the upstream end of the reach to about 400 milligrams per liter near the downstream end of the reach. Water with these concentrations of dissolved solids generally is suitable for most uses.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8336","usgsCitation":"Myers, D.R., 1983, Gain-loss study along two streams in the upper Sabine River basin, Texas; August-September 1981: U.S. Geological Survey Open-File Report 83-36, iv, 11 p., https://doi.org/10.3133/ofr8336.","productDescription":"iv, 11 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":38331,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0036/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145033,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0036/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1451","contributors":{"authors":[{"text":"Myers, Dennis R.","contributorId":57860,"corporation":false,"usgs":true,"family":"Myers","given":"Dennis","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":161443,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57315,"text":"wdrFL823B - 1983 - Water resources data, Florida, water year 1982; Volume 3B. Southwest Florida ground water","interactions":[],"lastModifiedDate":"2023-01-30T19:22:29.892952","indexId":"wdrFL823B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"FL-82-3B","title":"Water resources data, Florida, water year 1982; Volume 3B. Southwest Florida ground water","docAbstract":"Water resources data for the 1981 water year for southwest Florida consist of records of stage, discharge, and water quality of streams; elevation and water quality of lakes and reservoirs; water-levels and water quality of wells; and discharge and water quality of springs. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating state and federal agencies in Florida.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL823B","collaboration":"Prepared in cooperation with the State of Florida and with other agencies","usgsCitation":"Mycyk, R., Fayard, L., Fletcher, W., and Ogle, J., 1983, Water resources data, Florida, water year 1982; Volume 3B. 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,{"id":28953,"text":"wri824092 - 1983 - Mean annual runoff and peak flow estimates based on channel geometry of streams in southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824092","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":"82-4092","title":"Mean annual runoff and peak flow estimates based on channel geometry of streams in southeastern Montana","docAbstract":"Equations using channel-geometry measurements were developed for estimating mean runoff and peak flows of ungaged streams in southeastern Montana. Two separate sets of esitmating equations were developed for determining mean annual runoff: one for perennial streams and one for ephemeral and intermittent streams. Data from 29 gaged sites on perennial streams and 21 gaged sites on ephemeral and intermittent streams were used in these analyses. Data from 78 gaged sites were used in the peak-flow analyses. Southeastern Montana was divided into three regions and separate multiple-regression equations for each region were developed that relate channel dimensions to peak discharge having recurrence intervals of 2, 5, 10, 25, 50, and 100 years. Channel-geometery relations were developed using measurements of the active-channel width and bankfull width. Active-channel width and bankfull width were the most significant channel features for estimating mean annual runoff for al types of streams. Use of this method requires that onsite measurements be made of channel width. The standard error of estimate for predicting mean annual runoff ranged from about 38 to 79 percent. The standard error of estimate relating active-channel width or bankfull width to peak flow ranged from about 37 to 115 percent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824092","usgsCitation":"Omang, R.J., Parrett, C., and Hull, J.A., 1983, Mean annual runoff and peak flow estimates based on channel geometry of streams in southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 82-4092, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824092.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120150,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4092/report-thumb.jpg"},{"id":57829,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4092/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db61047f","contributors":{"authors":[{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200674,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hull, J. A.","contributorId":39345,"corporation":false,"usgs":true,"family":"Hull","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200676,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26841,"text":"wri824056 - 1983 - Geology of the \"20-foot\" clay and Gardiners clay in southern Nassau and southwestern Suffolk counties, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri824056","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":"82-4056","title":"Geology of the \"20-foot\" clay and Gardiners clay in southern Nassau and southwestern Suffolk counties, Long Island, New York","docAbstract":"Data from 1978-79 drilling was compiled with information from previous reports and historical records to prepare surface contour and isopach maps of the ' 20-foot ' clay and Gardiners Clay in southern Nassau and southwestern Suffolk Counties. These units are major confining layers in the upper part of the groundwater reservoir along Long Island 's south shore. Where present, they influence the groundwater flow patterns locally. The ' 20-foot ' clay, previously mapped in Nassau County only, was found in test borings in Suffolk County also. Its surface altitude ranges from 20 to 40 ft below NGVD (National Geodetic Vertical Datum of 1929); thickness ranges from 0 to 30 ft. The surface altitude of the Gardiners Clay ranges from 40 to 120 ft below NGVD; thickness ranges from 0 to 90 ft. Previously known discontinuities in both formations are more accurately delineated, and several new discontinuities have been inferred from the new data. The Matawan Group-Magothy Formation undifferentiated the Monmouth Group, and the Jameco Gravel directly underlie the Gardiners Clay. Revised surface altitudes of these formations are depicted on maps and cross sections of the south-shore area. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824056","usgsCitation":"Doriski, T., and Wilde-Katz, F., 1983, Geology of the \"20-foot\" clay and Gardiners clay in southern Nassau and southwestern Suffolk counties, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 82-4056, iv, 21 p. :maps ;28 cm., https://doi.org/10.3133/wri824056.","productDescription":"iv, 21 p. :maps ;28 cm.","costCenters":[],"links":[{"id":123765,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4056/report-thumb.jpg"},{"id":55724,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55725,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55726,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55727,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55728,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55729,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55730,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55731,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55732,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db6808e7","contributors":{"authors":[{"text":"Doriski, T.P.","contributorId":108150,"corporation":false,"usgs":true,"family":"Doriski","given":"T.P.","affiliations":[],"preferred":false,"id":197101,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilde-Katz, Franceska","contributorId":71587,"corporation":false,"usgs":true,"family":"Wilde-Katz","given":"Franceska","email":"","affiliations":[],"preferred":false,"id":197100,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11240,"text":"ofr8470 - 1983 - Potentiometric surfaces on Long Island, New York -- A bibliography of maps","interactions":[],"lastModifiedDate":"2021-12-20T21:55:34.839041","indexId":"ofr8470","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":"84-70","title":"Potentiometric surfaces on Long Island, New York -- A bibliography of maps","docAbstract":"Historic water-level records form a major basis for ground-water investigations and water-management decisions on Long Island. Potentiometric-surface maps, one of the major sources of historic data, are scattered within the literature or are available only through the publisher or sponsoring agency. This report presents a comprehensive list of available water-table and potentiometric-surface maps from the 19th century through 1979 with the scale, years represented, and area depicted; complete bibliographic citations are included to facilitate retrieval. The bibliography is preceded by a summary of the hydrologic system and a short history of ground-water development on Long Island, with emphasis on the effects of urbanization as reflected in ground-water levels. A series of six water-table maps from before 1900 through 1979 is presented to illustrate the major historic ground-water trends. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8470","usgsCitation":"Smolensky, D., 1983, Potentiometric surfaces on Long Island, New York -- A bibliography of maps: U.S. Geological Survey Open-File Report 84-70, iv, 31 p., https://doi.org/10.3133/ofr8470.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":39031,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0070/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143673,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0070/report-thumb.jpg"},{"id":393161,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13530.htm"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.0313720703125,\n 40.576412521044425\n ],\n [\n -73.9324951171875,\n 40.51379915504413\n ],\n [\n -73.2952880859375,\n 40.588928169693745\n ],\n [\n -72.45758056640625,\n 40.805493843894155\n ],\n [\n -72.4493408203125,\n 40.91558813293605\n ],\n [\n -72.40814208984374,\n 41.106260503564485\n ],\n [\n -72.7020263671875,\n 41.01513821521511\n ],\n [\n -73.13323974609374,\n 40.9964840143779\n ],\n [\n -73.5040283203125,\n 40.95293701189724\n ],\n [\n -73.79241943359375,\n 40.84913799774759\n ],\n [\n -73.92974853515625,\n 40.77846164090355\n ],\n [\n -74.05334472656249,\n 40.703545803451426\n ],\n [\n -74.058837890625,\n 40.60144147645398\n ],\n [\n -74.0313720703125,\n 40.576412521044425\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad3e4b07f02db681f6e","contributors":{"authors":[{"text":"Smolensky, D. A.","contributorId":46094,"corporation":false,"usgs":true,"family":"Smolensky","given":"D. A.","affiliations":[],"preferred":false,"id":162787,"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":9728,"text":"ofr83257 - 1983 - Background hydrologic information in potential lignite mining areas in Mississippi, July 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:06:30","indexId":"ofr83257","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":"83-257","title":"Background hydrologic information in potential lignite mining areas in Mississippi, July 1982","docAbstract":"A water-quality sampling program was initiated in 1980 to determine background hydrologic data in potential lignite mining areas of Mississippi. This report is the third in a planned five-part series to provide data to assess future impacts of mining on small streams. The data indicates that most streams in the study area have a dissolved-solids concentration less than 100 mg/. The major ion concentrations were generally less than 10 mg/. Concentrations of arsenic, cadmium, mercury, and selenium in bottom material samples were below detectable limits. Cobalt, lead, zinc, copper, and chromium concentrations exceeded 10 micro-/g at all sites and maganese exceeded 1000 micro-/g at five sites. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83257","usgsCitation":"Kalkhoff, S.J., 1983, Background hydrologic information in potential lignite mining areas in Mississippi, July 1982: U.S. Geological Survey Open-File Report 83-257, 25 p. ill., map ;28 cm., https://doi.org/10.3133/ofr83257.","productDescription":"25 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":144227,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0257/report-thumb.jpg"},{"id":37473,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0257/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64adb1","contributors":{"authors":[{"text":"Kalkhoff, Stephen J. 0000-0003-4110-1716 sjkalkho@usgs.gov","orcid":"https://orcid.org/0000-0003-4110-1716","contributorId":1731,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"Stephen","email":"sjkalkho@usgs.gov","middleInitial":"J.","affiliations":[{"id":35680,"text":"Illinois-Iowa-Missouri Water Science Center","active":true,"usgs":true},{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true},{"id":36532,"text":"Central Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":160198,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29678,"text":"wri834212 - 1983 - Reconnaissance study of stream sedimentation, southern Guam","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri834212","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":"83-4212","title":"Reconnaissance study of stream sedimentation, southern Guam","docAbstract":"This study uses limited available data to estimate sediment yields for three basins in southern Guam. The flow-duration sediment-rating curve method, reservoir survey data, and Pacific southwest Inter-Agency Committee (PSIAC) formula were used. Daily suspended-sediment samples were collected at USGS gaging stations on the Ylig and Ugum Rivers for one year. Intermittent samples were collected from the Talofofo River for six months. Although limited, these data are used in the flow-duration sediment-rating-curve method to estimate mean suspended-sediment yields. Fena Reservoir sedimentation data are used to test the applicability of the PSIAC formula in the three basins. Estimates of suspended-sediment yields are 467 to 845, 678 to 977, and 634 to 855 tons per year per square mile for the Talofofo, Ylig, and Ugum basins, respectively. PSIAC estimates of total sediment yield are 1,200 tons/yr/mi2 for the Talofofo, 1,385 tons/yr/mi2 for the Ylig, and 1,210 tons/yr/mi2 for the Ugum basins. These values are comparable to estimates of sediment yields from several similar basins on Oahu, Hawaii. It appears that the PSIAC method can be a useful tool in estimating sediment yields in some tropical areas. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834212","usgsCitation":"Shade, P., 1983, Reconnaissance study of stream sedimentation, southern Guam: U.S. Geological Survey Water-Resources Investigations Report 83-4212, vi, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834212.","productDescription":"vi, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160425,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4212/report-thumb.jpg"},{"id":58506,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e75f","contributors":{"authors":[{"text":"Shade, P.J.","contributorId":36599,"corporation":false,"usgs":true,"family":"Shade","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":201942,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25882,"text":"wri834030 - 1983 - Availability and chemical quality of water from surficial aquifers in Southwest Minnesota","interactions":[],"lastModifiedDate":"2018-02-14T11:22:10","indexId":"wri834030","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":"83-4030","title":"Availability and chemical quality of water from surficial aquifers in Southwest Minnesota","docAbstract":"The principal surficial aquifers in southwest Minnesota consist of outwash and alluvium material deposited in river valleys. The largest and most productive of these aquifers occupy the valleys of the Cottonwood, Des Moines, Redwood, and Rock Rivers and of tributaries to the Big Sioux River. Minor aquifers, adequate only for farm or domestic use, occur in the valleys of tributaries to the major streams. The surficial aquifers range in width from half a mile to 2 miles, in thickness from 0 to 110 feet, and in saturated thickness from 0 to 80 feet. Grain size varies both laterally and vertically. A veneer of fine-grained sediment, as much as 15 feet thick, has been deposited over the outwash by postglacial streams. Availability of water in the surficial aquifers varies greatly within short distances. Probable maximum well yield is as much as 1,000 gallons per minute; however, yields generally range from 10 to 100 gallons per minute. The concentration of dissolved solids in water from the surficial aquifers ranges from about 300 to 960 milligrams per liter. Analyses of 25 samples show that locally the water contains concentrations of iron, sulfate, and nitrate (as nitrogen) that are above the limits recommended by the Minnesota Department of Health for drinking water. Based on these standards, the water is of acceptable chemical quality for most uses, although it is hard. (USGS)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834030","collaboration":"Prepared in cooperation with the Southwest Regional Development Commission and the Minnesota Department of Natural Resources","usgsCitation":"Adolphson, D.G., 1983, Availability and chemical quality of water from surficial aquifers in Southwest Minnesota: U.S. Geological Survey Water-Resources Investigations Report 83-4030, Document: iv, 37 p.; 8 Plates: 32.61 x 21.89 inches or smaller, https://doi.org/10.3133/wri834030.","productDescription":"Document: iv, 37 p.; 8 Plates: 32.61 x 21.89 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":54637,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54638,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120069,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4030/report-thumb.jpg"},{"id":54639,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54640,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54641,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54642,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54643,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54644,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4030/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-95.1062,44.1968],[-95.0992,44.1964],[-95.1041,44.1089],[-94.8583,44.1093],[-94.8614,43.8496],[-94.8551,43.8493],[-94.8577,43.5038],[-94.8811,43.5038],[-94.9139,43.504],[-95.2825,43.5036],[-95.386,43.5037],[-95.4548,43.5037],[-95.6883,43.5039],[-95.8594,43.5034],[-96.0526,43.5028],[-96.0841,43.5027],[-96.4541,43.5026],[-96.4535,43.5121],[-96.454,43.8502],[-96.4532,43.8502],[-96.4532,43.8515],[-96.4538,44.1983],[-96.4534,44.5444],[-96.4533,44.6289],[-96.4533,44.6303],[-96.4532,44.6317],[-96.0914,44.631],[-96.0932,44.5456],[-96.0747,44.5455],[-96.0788,44.1993],[-96.0628,44.1987],[-95.5921,44.1964],[-95.5938,44.5434],[-95.3567,44.5437],[-95.3584,44.6993],[-95.3532,44.698],[-95.3449,44.6981],[-95.3391,44.6973],[-95.33,44.6947],[-95.3249,44.6934],[-95.3172,44.6944],[-95.3113,44.6922],[-95.3086,44.6881],[-95.3092,44.6826],[-95.3077,44.6767],[-95.2985,44.6677],[-95.2906,44.6628],[-95.2816,44.6597],[-95.2598,44.6605],[-95.2484,44.6665],[-95.242,44.6666],[-95.2367,44.6617],[-95.2301,44.6567],[-95.221,44.6528],[-95.2157,44.6446],[-95.2086,44.6447],[-95.1956,44.6353],[-95.1903,44.6294],[-95.1818,44.6218],[-95.1682,44.6188],[-95.1573,44.618],[-95.1475,44.6122],[-95.1442,44.6086],[-95.137,44.6032],[-95.1312,44.6001],[-95.1285,44.5964],[-95.1196,44.5965],[-95.1124,44.5903],[-95.1027,44.5876],[-95.0961,44.5795],[-95.089,44.5782],[-95.0934,44.5736],[-95.0837,44.5701],[-95.0741,44.5729],[-95.0605,44.5672],[-95.0488,44.5604],[-95.0423,44.5555],[-95.0301,44.5552],[-95.0249,44.5525],[-95.0216,44.5484],[-95.0159,44.5508],[-95.012,44.5481],[-95.0132,44.544],[-95.0099,44.5413],[-95.001,44.5427],[-94.9901,44.5447],[-94.9798,44.5416],[-94.9727,44.539],[-94.972,44.5358],[-94.965,44.5368],[-94.9624,44.534],[-94.9597,44.5322],[-94.9533,44.5309],[-94.9449,44.5288],[-94.9398,44.5256],[-94.9333,44.5261],[-94.9275,44.5235],[-94.9204,44.5204],[-94.9184,44.5172],[-94.9075,44.5168],[-94.8967,44.5179],[-94.8896,44.5166],[-94.8863,44.513],[-94.8786,44.5131],[-94.876,44.5081],[-94.8733,44.504],[-94.8707,44.4995],[-94.8623,44.4977],[-94.8637,44.2829],[-95.1051,44.283],[-95.1062,44.1968]]]},\"properties\":{\"name\":\"Cottonwood\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667e9b","contributors":{"authors":[{"text":"Adolphson, D. G.","contributorId":106081,"corporation":false,"usgs":true,"family":"Adolphson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":195416,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11003,"text":"ofr81918 - 1983 - Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part I, geology and geophysics","interactions":[],"lastModifiedDate":"2022-10-17T15:30:14.608693","indexId":"ofr81918","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":"81-918","title":"Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part I, geology and geophysics","docAbstract":"Studies of the geothermal potential of the western arm of the Black Rock Desert in northwestern Nevada included a compilation of existing geologic data on a detailed map, a temperature survey at 1-meter depth, a thermal-scanner survey, and gravity and seismic surveys to determine basin geometry. The temperature survey showed the effects of heating at shallow depths due to rising geothermal fluids near the known hot spring areas. Lower temperatures were noted in areas of probable near-surface ground-water movement. The thermal-scanner survey verified the known geothermal areas and showed relatively high-temperature areas of standing water and ground-water discharge. The upland areas of the desert were found to be distinctly warmer than the playa area, probably due to low thermal diffusivity resulting from low moisture content. The surface geophysical surveys indicated that the maximum thickness of valley-fill deposits in the desert is about 3,200 meters. Gravity data further showed that changes in the trend of the desert axis occurred near thermal areas.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81918","usgsCitation":"Schaefer, D.H., Welch, A., and Mauzer, D.K., 1983, Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part I, geology and geophysics: U.S. Geological Survey Open-File Report 81-918, Report: v, 37 p.; 4 Plates: 21.24 × 35.96 inches or smaller, https://doi.org/10.3133/ofr81918.","productDescription":"Report: v, 37 p.; 4 Plates: 21.24 × 35.96 inches or smaller","costCenters":[],"links":[{"id":144063,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0918/report-thumb.jpg"},{"id":38767,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0918/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38768,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0918/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38769,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0918/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38770,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0918/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38771,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0918/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":408004,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_12207.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Nevada","otherGeospatial":"Black Rock Desert","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.542,\n 40.584\n ],\n [\n -118.825,\n 40.584\n ],\n [\n -118.825,\n 41.521\n ],\n [\n -119.542,\n 41.521\n ],\n [\n -119.542,\n 40.584\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ad41","contributors":{"authors":[{"text":"Schaefer, Donald H.","contributorId":77507,"corporation":false,"usgs":true,"family":"Schaefer","given":"Donald","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":162359,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welch, Alan H.","contributorId":45286,"corporation":false,"usgs":true,"family":"Welch","given":"Alan H.","affiliations":[],"preferred":false,"id":162358,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mauzer, Douglas K.","contributorId":44922,"corporation":false,"usgs":true,"family":"Mauzer","given":"Douglas","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":162357,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27234,"text":"wri834050 - 1983 - Technique for estimating depth of floods in Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri834050","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":"83-4050","title":"Technique for estimating depth of floods in Tennessee","docAbstract":"Estimates of flood depths are needed for design of roadways across flood plains and for other types of construction along streams. Equations for estimating flood depths in Tennessee were derived using data for 150 gaging stations. The equations are based on drainage basin size and can be used to estimate depths of the 10-year and 100-year floods for four hydrologic areas. A method also was developed for estimating depth of floods having recurrence intervals between 10 and 100 years. Standard errors range from 22 to 30 percent for the 10-year depth equations and from 23 to 30 percent for the 100-year depth equations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834050","usgsCitation":"Gamble, C.R., 1983, Technique for estimating depth of floods in Tennessee: U.S. Geological Survey Water-Resources Investigations Report 83-4050, iv, 25 p. :ill. ;28 cm., https://doi.org/10.3133/wri834050.","productDescription":"iv, 25 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2166,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri834050","linkFileType":{"id":5,"text":"html"}},{"id":158754,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db68626b","contributors":{"authors":[{"text":"Gamble, C. 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