{"pageNumber":"4517","pageRowStart":"112900","pageSize":"25","recordCount":165626,"records":[{"id":29294,"text":"wri854248 - 1985 - Digital model for simulating steady-state ground-water and heat flow","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri854248","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4248","title":"Digital model for simulating steady-state ground-water and heat flow","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854248","usgsCitation":"Reed, J., 1985, Digital model for simulating steady-state ground-water and heat flow: U.S. Geological Survey Water-Resources Investigations Report 85-4248, iv, 134 p. :ill. ;28 cm., https://doi.org/10.3133/wri854248.","productDescription":"iv, 134 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":121818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4248/report-thumb.jpg"},{"id":58137,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4248/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65aa16","contributors":{"authors":[{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":201291,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29975,"text":"wri854084 - 1985 - Reported withdrawals and estimated use of water in Oklahoma during 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri854084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4084","title":"Reported withdrawals and estimated use of water in Oklahoma during 1982","docAbstract":"Reported water withdrawals in Oklahoma during 1982 were 1,270.64 million gallons per day. The withdrawals were about equally distributed between ground water and surface water with 46 percent being ground water and 54 percent being surface water. In general, the western counties rely on ground water and the eastern counties rely on surface water as their major sources of supply. The major withdrawal category water suppliers is not subdivided into its component-use categories such as domestic, commercial, and industrial. Estimates were made of the various uses to which water supplied by public suppliers is put. Water use in Oklahoma during 1982 was estimated to be 1,270.14 million gallons per day. This was a difference of less than 0.1 percent between estimated use and reported withdrawals. Oklahoma's major water use is agriculture including irrigation, which was 42 percent of the total water used during 1982. Many counties in Oklahoma, particularly those counties in the west, use more water for agricultural uses than the total of all other water uses in the county. Most of the exporting counties used surface water as their major source of supply. Several counties were also identified as major importers of water. The importing counties contained 50 percent of the State's population and water importation related more to population than to internal water-supply sources.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854084","usgsCitation":"Stoner, J., 1985, Reported withdrawals and estimated use of water in Oklahoma during 1982: U.S. Geological Survey Water-Resources Investigations Report 85-4084, vi, 96 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854084.","productDescription":"vi, 96 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160154,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4084/report-thumb.jpg"},{"id":58787,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f578","contributors":{"authors":[{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":202467,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29760,"text":"wri854299 - 1985 - Simulation of the flow system of Barton Springs and associated Edwards Aquifer in the Austin area, Texas","interactions":[],"lastModifiedDate":"2016-08-09T12:04:16","indexId":"wri854299","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4299","title":"Simulation of the flow system of Barton Springs and associated Edwards Aquifer in the Austin area, Texas","docAbstract":"<p>A digital model of two-dimensional groundwater flow was used to estimate the hydraulic properties of the Edwards Aquifer in a 151 sq mi area near Austin, Texas. The transmissivity, hydraulic conductivity, and specific yield were estimated for the part of the aquifer that discharges at Barton Springs in Austin. The aquifer is composed of the Edwards and overlying Georgetown Limestones of Cretaceous age and ranges in thickness from about 100 ft to about 450 ft.</p>\n<p>More than 60 years of discharge measurements and 5 years of gaged discharge for Barton Springs were used to adjust springflow for the simulations. Barton Springs accounts for about 96% of springflow from the study area and 90% of the total discharge. The remaining discharge was pumpage from wells which was entered in the model. Four years of gaged recharge were used in the simulations. The potentiometric surfaces used by the models were constructed from water level measurements in as many as 75 wells.</p>\n<p>The transmissivity was calibrated through steady-state simulations that used the mean value of recharge and mean potentiometric surface to represent average conditions for the aquifer. The transmissivities vary from about 100 sq ft/day in the western part of the aquifer to &gt; 1 million sq ft/day near Barton Springs. Specific yield was calibrated through transient-state simulations for 5 consecutive months using time-dependent data for recharge, discharge, and water levels. The mean specific yield for the aquifer is 0.014 and ranges from 0.008 to 0.064. Additional aquifer properties used in the simulations include storage coefficient, altitudes of the base and top of the aquifer, and hydraulic conductivity.</p>\n<p>A simulation for the year 2000 using projected pumping rates for municipal, industrial, agricultural, and domestic supplies indicates that the aquifer would be dewatered in the southwestern part of the study area and have large declines in the southeastern part of the study area. Another simulation of projected conditions using potential recharge enhancement predicts a rise in the potentiometric surface of about 50 feet in the southwestern part of the aquifer and moderate water-level declines in the southeastern part of the aquifer.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri854299","usgsCitation":"Slade, R.M., Ruiz, L., and Slagle, D., 1985, Simulation of the flow system of Barton Springs and associated Edwards Aquifer in the Austin area, Texas: U.S. Geological Survey Water-Resources Investigations Report 85-4299, vii, 49 p., https://doi.org/10.3133/wri854299.","productDescription":"vii, 49 p.","numberOfPages":"56","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":159322,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4299/report-thumb.jpg"},{"id":58555,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4299/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Austin","otherGeospatial":"Edwards Aquifer","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6977e9","contributors":{"authors":[{"text":"Slade, Raymond M. Jr.","contributorId":46487,"corporation":false,"usgs":true,"family":"Slade","given":"Raymond","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":202074,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ruiz, Linda","contributorId":96308,"corporation":false,"usgs":true,"family":"Ruiz","given":"Linda","email":"","affiliations":[],"preferred":false,"id":202075,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Slagle, Diana","contributorId":7743,"corporation":false,"usgs":true,"family":"Slagle","given":"Diana","affiliations":[],"preferred":false,"id":202073,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30606,"text":"wri854265 - 1985 - Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84","interactions":[],"lastModifiedDate":"2012-02-02T00:09:13","indexId":"wri854265","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4265","title":"Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84","docAbstract":"Storm water runoff and rainfall data were collected at two urban sites in Mililani Town, Oahu, Hawaii between September 1980 and August 1984. The data included results from analyses of 300 samples of storm water runoff. Turbidity, suspended solids, Kjeldahl nitrogen, and phosphorus concentrations exceeded the State of Hawaii Department of Health 's streamwater standards in more than 50% of the samples. Mercury, lead, and fecal coliform bacteria levels exceeded the U.S. EPA 's recommended criteria for either freshwater aquatic life or shellfish harvesting waters in more than half the samples. Other constituents exceeding State or federal standards in at least one sample included pH, cadmium, nitrate plus nitrite, iron, alkalinity, manganese, chromium, copper, zinc, and the pesticides heptachlor , lindane, and melathion. Runoff correlated well with rainfall in both basins. Antecedent rainfall conditions and rainfall intensity had little effect on the quality of runoff. No statistically significant relationships were found between quantity of runoff and concentration of water quality constituents. A ' first flush ' effect was observed for chemical oxygen demand, suspended solids, lead, nitrate plus nitrite, fecal coliform bacteria, dissolved solids, and mercury. There were significant (alpha = 0.05) differences between the two basins for values of discharge, turbidity, specific conductance, chemical oxygen demand, suspended solids, nitrate plus nitrite, phosphorus, lead, dissolved solids, and mercury. The larger basin had higher median and maximum values, and wider ranges of values. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854265","usgsCitation":"Yamane, C.M., and Lum, M.G., 1985, Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84: U.S. Geological Survey Water-Resources Investigations Report 85-4265, vii, 64 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854265.","productDescription":"vii, 64 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":161181,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4265/report-thumb.jpg"},{"id":59373,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4265/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db654a2e","contributors":{"authors":[{"text":"Yamane, Cheryl M.","contributorId":58691,"corporation":false,"usgs":true,"family":"Yamane","given":"Cheryl","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203527,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lum, Marty G.","contributorId":75592,"corporation":false,"usgs":true,"family":"Lum","given":"Marty","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203528,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29303,"text":"wri844223 - 1985 - Trap efficiency of a sediment-control pond below a block-cut coal mine in Fayette County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-20T08:17:43","indexId":"wri844223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4223","title":"Trap efficiency of a sediment-control pond below a block-cut coal mine in Fayette County, Pennsylvania","docAbstract":"The U. S. Geological Survey determined the efficiency of a pond constructed to control sediment from a surface coal mine site by measuring runoff and sediment loads at the inlet to and discharge from the pond during storms. The pond is below a 17.9-acre block-cut coal mine in Fayette County, Pennsylvania and has a permanent pool capacity of 60,000 cu ft. The capacity at the principal spillway and the emergency spillway are 128,900 and 175,500 cu ft, respectively. The pond is equipped with a 3-inch flow control valve, used by the mine operator to regulate the pond stage between the permanent pool and the principal spillway. Data were collected during five moderate storms when the 3-inch control valve was intentionally opened. The ration between the quantity of water in the pond at the start of the storm and the quantity to runoff to the pond was calculated for each storm. The ratios were 3.6, 2.5, 8.6, 2.9, and 1.5 for the five storms. The measured trap efficiencies were 98.1, 92.8, 99.6, 99.1, and 98.2%, for the five storms. 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L.A.","contributorId":14454,"corporation":false,"usgs":true,"family":"Reed","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":201310,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DiLissio, L.E.","contributorId":52224,"corporation":false,"usgs":true,"family":"DiLissio","given":"L.E.","email":"","affiliations":[],"preferred":false,"id":201312,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stump, D.E.","contributorId":38194,"corporation":false,"usgs":true,"family":"Stump","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":201311,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28911,"text":"wri844337 - 1985 - Summary of hydrologic information for the Denver coal region, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri844337","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4337","title":"Summary of hydrologic information for the Denver coal region, Colorado","docAbstract":"A literature review of available hydrologic information for the Denver coal region is presented. Where little information is available, data from the U.S. Geological Survey 's WATSTORE data base are summarized. The information is divided into three categories: surface water, surface water quality, and groundwater. Data generally are lacking on surface water and surface water quality. The effects of man 's activities on streamflow quantity and quality are not known. Considerable literature is available on the major aquifers in the area, but less is known about the shallow groundwater system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844337","usgsCitation":"Norris, J.M., Robson, S.G., and Parker, R.S., 1985, Summary of hydrologic information for the Denver coal region, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4337, v, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844337.","productDescription":"v, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4337/report-thumb.jpg"},{"id":57781,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57782,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57783,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69915c","contributors":{"authors":[{"text":"Norris, J. M.","contributorId":87953,"corporation":false,"usgs":true,"family":"Norris","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200605,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200606,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Parker, R. S.","contributorId":104510,"corporation":false,"usgs":true,"family":"Parker","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200607,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29918,"text":"wri854085 - 1985 - Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri854085","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4085","title":"Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York","docAbstract":"Data were collected during the spring of 1984 in the vicinity of North Channel Bridge in Jamaica Bay, New York to define the hydraulic regime and the physical characteristics and chemical quality of bottom sediments. The data were used in a semiquantitative analysis to predict the effects of bridge replacement and the attendant resuspension of bottom sediments, on the hydraulics and quality of water and bottom sediments. The bay-bottom configuration at the bridge site was defined, and continuous tidal stage and tidal velocity data were collected for about a month. In addition, eight bottom-sediment samples were collected near the bridge and analyzed. Results of the hydraulic analysis show that the proposed bridge should not have any measurable effect on the net water transport at the bridge cross section. The sediment data indicate that bottom sediments are relatively unpolluted in the vicinity of the bridge. Seventy-five percent of the resuspended bottom sediments will probably settle within 186 m of the bridge during an average ebb tide. Metals and nutrients released from the sediments to the water column are expected to be diluted far below detection limits. The extra oxygen demand exerted by the resuspended bottom sediments is also expected to be far less than ambient biochemical oxygen demand of the water column. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854085","usgsCitation":"Staubitz, W., and Wolcott, S., 1985, Hydraulic and sediment characteristics at the North Channel Bridge, Jamaica Bay, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4085, vi, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854085.","productDescription":"vi, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4085/report-thumb.jpg"},{"id":58735,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db698a1c","contributors":{"authors":[{"text":"Staubitz, W. W.","contributorId":73209,"corporation":false,"usgs":true,"family":"Staubitz","given":"W. W.","affiliations":[],"preferred":false,"id":202358,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wolcott, S.W.","contributorId":14453,"corporation":false,"usgs":true,"family":"Wolcott","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":202357,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28616,"text":"wri844202 - 1985 - Gravity survey and depth to bedrock in Carson Valley, Nevada-California","interactions":[],"lastModifiedDate":"2023-03-10T21:40:54.885058","indexId":"wri844202","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4202","title":"Gravity survey and depth to bedrock in Carson Valley, Nevada-California","docAbstract":"<p>Gravity data were obtained from 460 stations in Carson Valley, Nevada and California. The data have been interpreted to obtain a map of approximate depth to bedrock for use in a ground-water model of the valley. This map delineates the shape of the alluvium-filled basin and shows that the maximum depth to bedrock exceeds 5,000 feet, on the west side of the valley. A north-south trending offset in the bedrock surface shows that the Carson-Valley/Pine-Nut-Mountain block has not been tilted to the west as a simple unit, but is comprised of several smaller blocks.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844202","usgsCitation":"Maurer, D.K., 1985, Gravity survey and depth to bedrock in Carson Valley, Nevada-California: U.S. Geological Survey Water-Resources Investigations Report 84-4202, Report: iv, 24 p.; 2 Plates: 23.99 x 30.49 inches and 24.05 x 29.69 inches, https://doi.org/10.3133/wri844202.","productDescription":"Report: iv, 24 p.; 2 Plates: 23.99 x 30.49 inches and 24.05 x 29.69 inches","costCenters":[],"links":[{"id":413978,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36062.htm","linkFileType":{"id":5,"text":"html"}},{"id":57443,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4202/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57442,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4202/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57441,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4202/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123397,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4202/report-thumb.jpg"}],"country":"United States","state":"California, Nevada","otherGeospatial":"Carson Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -119.906,\n              39.12\n            ],\n            [\n              -119.906,\n              38.8\n            ],\n            [\n              -119.586,\n              38.8\n            ],\n            [\n              -119.586,\n              39.12\n            ],\n            [\n              -119.906,\n              39.12\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db672046","contributors":{"authors":[{"text":"Maurer, D. K.","contributorId":37757,"corporation":false,"usgs":true,"family":"Maurer","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200121,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30629,"text":"wri854172 - 1985 - Geochemistry and hydrology of thermal springs in the Idaho Batholith and adjacent areas, central Idaho","interactions":[],"lastModifiedDate":"2013-11-21T14:01:02","indexId":"wri854172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4172","title":"Geochemistry and hydrology of thermal springs in the Idaho Batholith and adjacent areas, central Idaho","docAbstract":"The occurrence of nature of thermal springs in the Idaho batholith and adjacent areas suggest a relation between structural controls and deeply circulating hot-water systems. Springs issuing from granitic rocks are associated mostly with major regional fault structures. Springs issuing from other rocks probably are related to local faulting. Individual spring flows and water temperatures are variable and range from less than 1 gallon per minute to 2,710 gallons per minute and from 20.5 degrees to 94.0 degrees Celsius. Annual spring discharge is at least 27,000 acre-feet; heat discharges convectively is estimated to be 5.0 x 10<sup>7</sup> calories per second. Thermal springs discharge relatively dilute water; dissolved solids range from 103 to 839 milligrams per liter. The chemical quality of the water suggests deep circulation of meteoric water. Estimated reservoir temperatures are generally less than 100 degrees Celsius, but temperatures for several springs exceed 150 degrees Celsius. Stable-isotope data suggest that most of the thermal water is not derived from current precipitation. Carbon-14 values indicate that thermal waters are old; apparent residence times range from 9,000 to more than 40,000 years.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854172","usgsCitation":"Young, H., 1985, Geochemistry and hydrology of thermal springs in the Idaho Batholith and adjacent areas, central Idaho: U.S. Geological Survey Water-Resources Investigations Report 85-4172, Report: iii, 44 p.; 2 Plates: 33.92 x 35.78 inches and 34.62 x 36.35 inches, https://doi.org/10.3133/wri854172.","productDescription":"Report: iii, 44 p.; 2 Plates: 33.92 x 35.78 inches and 34.62 x 36.35 inches","numberOfPages":"49","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":119347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4172/report-thumb.jpg"},{"id":59389,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4172/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59390,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4172/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59391,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4172/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Idaho Batholith","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.24,41.99 ], [ -117.24,49.0 ], [ -111.04,49.0 ], [ -111.04,41.99 ], [ -117.24,41.99 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab73f","contributors":{"authors":[{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":203567,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29348,"text":"wri844077 - 1985 - Geohydrology of the Delaware Basin and vicinity, Texas and New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri844077","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4077","title":"Geohydrology of the Delaware Basin and vicinity, Texas and New Mexico","docAbstract":"The Delaware Basin study area includes four major aquifers: Capitan aquifer, Rustler Formation, Santa Rosa Sandstone (Dockum Group), and aquifers in the Cenozoic alluvium. Water from the Capitan aquifer is used for domestic and irrigation purposes in Eddy County, New Mexico, and for irrigation and industrial purposes in Texas. Available analyses indicate that dissolved solids concentrations range from 303 to 31,700 mg/L, chloride concentrations range from 16 to 16,689 mg/L, and fluoride concentrations range from 0.5 to 3.0 mg/L. The Rustler Formation contains water that generally is not suitable for domestic use because of its salinity. Chloride concentrations range from 15 to 210,000 mg/L, and dissolved solids concentrations range from 286 to 325,800 mg/L. Fluoride concentrations range from 0.5 to 11.4 mg/L. Water from this aquifer is used for irrigation and stock watering where it is of suitable quality. The Santa Rosa Sandstone is the principal source of groundwater in the western third of Lea County and in the eastern part of Eddy County. In parts of Texas, the Santa Rosa Sandstone and the Cenozoic alluvium are hydraulically connected and are called the Allurosa aquifer. The Santa Rosa Sandstone-Allurosa aquifer is the source of municipal supply for the cities of Barstow, Pecos, Monahans, and Kermit, Texas. Water quality is variable. For those analyses where the Santa Rosa Sandstone is a distinct entity, chloride concentrations range from 10 to 4,800 mg/L, dissolved solids concentrations range from 205 to 2,990 mg/L, and fluoride concentrations range from 0.4 to 5.0 mg/L. Water from the Cenozoic alluvium is used extensively for public water supplies, irrigation, industry, livestock watering, and rural-domestic supply throughout the Delaware Basin. The quality of water in the Cenozoic alluvium is variable. Chloride concentrations range from 5 to 7,400 mg/L, dissolved solids concentrations range from 188 to 15,000 mg/L, and fluoride concentrations range from 0.3 to 10 mg/L. The Cenozoic alluvium is hydraulically connected to Cretaceous units in parts of Reeves and Pecos Counties, Texas; in these areas, the units are considered as one aquifer, the Pecos aquifer. (Author 's abstract)","language":"ENGLISH","doi":"10.3133/wri844077","usgsCitation":"Richey, S.F., Wells, J., and Stephens, K., 1985, Geohydrology of the Delaware Basin and vicinity, Texas and New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4077, vi, 99 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844077.","productDescription":"vi, 99 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4077/report-thumb.jpg"},{"id":58196,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4077/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58197,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4077/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58198,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4077/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58199,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4077/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58200,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4077/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58201,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4077/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58195,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4077/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b48a3","contributors":{"authors":[{"text":"Richey, S. F.","contributorId":98740,"corporation":false,"usgs":true,"family":"Richey","given":"S.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201389,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":201388,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stephens, K.T.","contributorId":40247,"corporation":false,"usgs":true,"family":"Stephens","given":"K.T.","email":"","affiliations":[],"preferred":false,"id":201387,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30179,"text":"wri844113 - 1985 - Simulation of ground-water flow in the water-table aquifer near Barceloneta, Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri844113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4113","title":"Simulation of ground-water flow in the water-table aquifer near Barceloneta, Puerto Rico","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844113","usgsCitation":"Torres-Gonzalez, A., 1985, Simulation of ground-water flow in the water-table aquifer near Barceloneta, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 84-4113, v, 39 p. :maps ;28 cm., https://doi.org/10.3133/wri844113.","productDescription":"v, 39 p. :maps ;28 cm.","costCenters":[],"links":[{"id":159486,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4113/report-thumb.jpg"},{"id":58977,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4113/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f261c","contributors":{"authors":[{"text":"Torres-Gonzalez, Arturo","contributorId":70769,"corporation":false,"usgs":true,"family":"Torres-Gonzalez","given":"Arturo","email":"","affiliations":[],"preferred":false,"id":202814,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30207,"text":"wri854241 - 1985 - Hydrogeology and water quality of the Catoctin Mountain National Park Area, Frederick County, Maryland","interactions":[],"lastModifiedDate":"2023-01-06T22:42:24.788177","indexId":"wri854241","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4241","title":"Hydrogeology and water quality of the Catoctin Mountain National Park Area, Frederick County, Maryland","docAbstract":"<p>The Catoctin Mountain National Park area, located in the Blue Ridge physiographic province of central Maryland, is characterized by high local relief, an average annual precipitation of 44 inches, and stony soils underlain by weathered and fractured metamorphic rocks. The park is mostly forested land and includes several camps and roads. The groundwater reservoir consists of regolith and underlying fractured bedrock and is recharged by precipitation. Discharge from the groundwater flow system is mainly to nearby streams adjacent to areas of recharge. Approximately 56% of annual streamflow is contributed by groundwater. Wells located at Camp Round Meadow and Staff Quarters No. 5 can sustain pumping rates of 45 to 60 gal/min for several hours, with drawdown of 40 to 50 ft. Water quality samples from wells, springs, and streams indicate that groundwater is slightly affected by septic waste and road salt. Groundwater in remote areas is not affected by either source. Concentrations of chloride from road salt and concentrations of nitrate plus nitrite (as N) were below U.S. EPA drinking water limits in all groundwater and surface water samples.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854241","usgsCitation":"Trombley, T.J., and Zynjuk, L.D., 1985, Hydrogeology and water quality of the Catoctin Mountain National Park Area, Frederick County, Maryland: U.S. Geological Survey Water-Resources Investigations Report 85-4241, v, 41 p., https://doi.org/10.3133/wri854241.","productDescription":"v, 41 p.","costCenters":[],"links":[{"id":411537,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36388.htm","linkFileType":{"id":5,"text":"html"}},{"id":58996,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4241/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123704,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4241/report-thumb.jpg"}],"country":"United States","state":"Maryland","county":"Frederick County","otherGeospatial":"Catoctin Mountain National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -77.42645011667537,\n              39.616936790338286\n            ],\n            [\n              -77.42771790984752,\n              39.66915479468962\n            ],\n            [\n              -77.42771790984752,\n              39.70380034757878\n            ],\n            [\n              -77.5240701909294,\n              39.70380034757878\n            ],\n            [\n              -77.52153460458503,\n              39.61791265187179\n            ],\n            [\n              -77.42645011667537,\n              39.616936790338286\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db6251c8","contributors":{"authors":[{"text":"Trombley, T. J.","contributorId":75161,"corporation":false,"usgs":true,"family":"Trombley","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202859,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zynjuk, Linda D.","contributorId":108101,"corporation":false,"usgs":true,"family":"Zynjuk","given":"Linda","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":202860,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29563,"text":"wri854211 - 1985 - Trend analysis of weekly acid rain data, 1978-83","interactions":[],"lastModifiedDate":"2016-08-09T09:39:52","indexId":"wri854211","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4211","title":"Trend analysis of weekly acid rain data, 1978-83","docAbstract":"<p>There are 19 stations in the National Atmospheric Deposition Program which operated over the period 1978-83 and were subsequently incorporated into the National Trends Network in 1983. The precipitation chemistry data for these stations for this period were analyzed for trend, spatial correlation, seasonality, and relationship to precipitation volume. The intent of the analysis was to provide insights on the sources of variation in precipitation chemistry and to attempt to ascertain what statistical procedures may be most useful for ongoing analysis of the National Trends Network data. The Seasonal Kendall test was used for detection of trends in raw concentrations of dissolved constituents, pH and specific conductance, and residuals of these parameters from regression analysis. Forty-one percent of the trends detected in the raw concentrations were downtrends, 4 percent were uptrends, and 55 percent showed no trends at a = 0.2. At a more restrictive significance level of a = 0.05, 24 percent of the trends detected were downtrends, 2 percent were uptrends, and 74 percent showed no trends. The two constituents of greatest interest in terms of human generated emissions and environmental effects, sulfate and nitrate, showed only downtrends, and sulfate showed the largest decreases in concentration per year of all the ions tested.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri854211","usgsCitation":"Schertz, T.L., and Hirsch, R.M., 1985, Trend analysis of weekly acid rain data, 1978-83: U.S. Geological Survey Water-Resources Investigations Report 85-4211, iv, 64 p., https://doi.org/10.3133/wri854211.","productDescription":"iv, 64 p.","numberOfPages":"68","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":58391,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4211/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160469,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4211/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db626748","contributors":{"authors":[{"text":"Schertz, Terry L. tschertz@usgs.gov","contributorId":188,"corporation":false,"usgs":true,"family":"Schertz","given":"Terry","email":"tschertz@usgs.gov","middleInitial":"L.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201725,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hirsch, Robert M. 0000-0002-4534-075X rhirsch@usgs.gov","orcid":"https://orcid.org/0000-0002-4534-075X","contributorId":2005,"corporation":false,"usgs":true,"family":"Hirsch","given":"Robert","email":"rhirsch@usgs.gov","middleInitial":"M.","affiliations":[{"id":37778,"text":"WMA - Integrated Modeling and Prediction Division","active":true,"usgs":true},{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true},{"id":37316,"text":"WMA - Integrated Information Dissemination Division","active":true,"usgs":true},{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"preferred":true,"id":201724,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29925,"text":"wri854257 - 1985 - Estimate of self-supplied domestic water use in Nebraska during 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4257","title":"Estimate of self-supplied domestic water use in Nebraska during 1980","docAbstract":"No data base of actual measurements exists for self-supplied, domestic water use in Nebraska, because Nebraska laws do not require drilling permits, well registration, or reporting of volumes withdrawn from domestic wells. Self-supplied, domestic water use of 31,280 acre-ft in Nebraska during 1980 was computed from estimates of gal/day/capita use for each county. This represents an average of 95 gal/day/capita. During 1980, county use volumes ranged from 30 acre-ft in Hooker and Pawnee Counties to 1,380 acre-ft in Douglas County, and Hydrologic Unit use volumes ranged from &lt; 5 acre-ft to 2,270 acre-ft. Natural Resources Districts ' (NRD) use volumes ranged from 360 acre-ft in Middle Niobrara NRD to 3,530 acre-feet in the Lower Elkhorn NRD for the same period. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854257","usgsCitation":"Steele, E., 1985, Estimate of self-supplied domestic water use in Nebraska during 1980: U.S. Geological Survey Water-Resources Investigations Report 85-4257, iv, 28 p. :maps ;28 cm., https://doi.org/10.3133/wri854257.","productDescription":"iv, 28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119344,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4257/report-thumb.jpg"},{"id":58744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4257/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd98","contributors":{"authors":[{"text":"Steele, E.K.","contributorId":15666,"corporation":false,"usgs":true,"family":"Steele","given":"E.K.","email":"","affiliations":[],"preferred":false,"id":202367,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28863,"text":"wri854114 - 1985 - Results of test drilling and hydrogeology of Capps Coal Field, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri854114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4114","title":"Results of test drilling and hydrogeology of Capps Coal Field, Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854114","usgsCitation":"Nelson, G.L., 1985, Results of test drilling and hydrogeology of Capps Coal Field, Alaska: U.S. Geological Survey Water-Resources Investigations Report 85-4114, iv, 23 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854114.","productDescription":"iv, 23 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159336,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4114/report-thumb.jpg"},{"id":57741,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db60560f","contributors":{"authors":[{"text":"Nelson, Gordon L.","contributorId":55443,"corporation":false,"usgs":true,"family":"Nelson","given":"Gordon","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200524,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30273,"text":"wri844121 - 1985 - Compilation of water resources development and hydrologic data of Saipan, Mariana Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri844121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4121","title":"Compilation of water resources development and hydrologic data of Saipan, Mariana Islands","docAbstract":"Saipan is the largest island of the Northern Mariana Islands, a chain of 14 islands north of Guam. Saipan comprises one third of the land area of the islands. No long-term rainfall record is available at any location, but some rainfall records are for periods up to 16 years, some of which began in 1901. Average annual rainfall for the island is 81 inches, with the southern end receiving about 10 inches less annually than the rest of the island. The amount of rainfall which runs off in northeast Saipan ranges from 23 to 64 percent and averages about 40 percent. Runoff on the rest of the island is from springs or occurs only during heavy rainfall. Surface-water development appears impractical. Ground water is the main source of water for the island and production was almost 4 million gallons per day in 1982. However, chloride concentration in ground water exceeds 1,000 milligrams per liter in many locations. The average chloride concentration of the domestic water stays near the maximum permissible level (600 milligrams per liter). This report summarizes the history of the water-resources development and presents all available hydrologic data, including rainfall records since 1901, streamflow records since 1968, and drilling logs, pumping tests, chemical analyses, and production figures from 180 testholes and wells drilled on Saipan. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844121","usgsCitation":"Van der Brug, O., 1985, Compilation of water resources development and hydrologic data of Saipan, Mariana Islands: U.S. Geological Survey Water-Resources Investigations Report 84-4121, x, 578 p. :ill. ;28 cm., https://doi.org/10.3133/wri844121.","productDescription":"x, 578 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123890,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4121/report-thumb.jpg"},{"id":59056,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8408","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202968,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30180,"text":"wri834266 - 1985 - Use of surface-geophysical techniques for ground-water exploration in the Canovanas-Rio Grande area, Puerto Rico","interactions":[],"lastModifiedDate":"2022-12-16T21:49:20.928953","indexId":"wri834266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"83-4266","title":"Use of surface-geophysical techniques for ground-water exploration in the Canovanas-Rio Grande area, Puerto Rico","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834266","usgsCitation":"Torres-Gonzalez, A., 1985, Use of surface-geophysical techniques for ground-water exploration in the Canovanas-Rio Grande area, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 83-4266, v, 29 p., https://doi.org/10.3133/wri834266.","productDescription":"v, 29 p.","costCenters":[],"links":[{"id":410654,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35892.htm","linkFileType":{"id":5,"text":"html"}},{"id":58978,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4266/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159487,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4266/report-thumb.jpg"}],"country":"United States","state":"Puerto Rico","otherGeospatial":"Canovanas-Rio Grande area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -65.8,\n              18.375\n            ],\n            [\n              -65.8,\n              18.4580\n            ],\n            [\n              -65.917,\n              18.4580\n            ],\n            [\n              -65.917,\n              18.375\n            ],\n            [\n              -65.8,\n              18.375\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6042de","contributors":{"authors":[{"text":"Torres-Gonzalez, Arturo","contributorId":70769,"corporation":false,"usgs":true,"family":"Torres-Gonzalez","given":"Arturo","email":"","affiliations":[],"preferred":false,"id":202815,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29296,"text":"wri834216 - 1985 - Calculating sediment discharge from a highway construction site in central Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-20T08:04:10","indexId":"wri834216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"83-4216","title":"Calculating sediment discharge from a highway construction site in central Pennsylvania","docAbstract":"The Pennsylvania Department of Transportation, the Federal Highway Administration, and the U.S. Geological Survey have cooperated in a study to evaluate two methods of predicting sediment yields during highway construction. \r\n\r\n    Sediment yields were calculated using the Universal Soil Loss and the Younkin Sediment Prediction Equations. Results were compared to the actual measured values, and standard errors and coefficients of correlation were calculated. Sediment discharge from the construction area was determined for storms that occurred during construction of Interstate 81 in a 0.38-square mile basin near Harrisburg, Pennsylvania. Precipitation data tabulated included total rainfall, maximum 30-minute rainfall, kinetic energy, and the erosive index of the precipitation. Highway construction data tabulated included the area disturbed by clearing and grubbing, the area in cuts and fills, the average depths of cuts and fills, the area seeded and mulched, and the area paved. \r\n\r\n    Using the Universal Soil Loss Equation, sediment discharge from the construction area was calculated for storms. The standard error of estimate was 0.40 (about 105 percent), and the coefficient of correlation was 0.79. Sediment discharge from the construction area was also calculated using the Younkin Equation. The standard error of estimate of 0.42 (about 110 percent), and the coefficient of correlation of 0.77 are comparable to those from the Universal Soil Loss Equation.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834216","usgsCitation":"Reed, L., Ward, J.R., and Wetzel, K.L., 1985, Calculating sediment discharge from a highway construction site in central Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 83-4216, iii, 12 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834216.","productDescription":"iii, 12 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":123768,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4216/report-thumb.jpg"},{"id":58138,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4216/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa37b","contributors":{"authors":[{"text":"Reed, L.A.","contributorId":14454,"corporation":false,"usgs":true,"family":"Reed","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":201294,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ward, J. R.","contributorId":18015,"corporation":false,"usgs":false,"family":"Ward","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201295,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wetzel, K. L.","contributorId":14418,"corporation":false,"usgs":true,"family":"Wetzel","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201293,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29878,"text":"wri854326 - 1985 - Potential impacts of discharging tertiary-treated wastewater into Port Royal Sound, South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T11:46:51","indexId":"wri854326","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4326","title":"Potential impacts of discharging tertiary-treated wastewater into Port Royal Sound, South Carolina","docAbstract":"An assessment of physical characteristics of Port Royal Sound was combined with the results of a dye tracer study and with data collected from a previous environmental study to describe the impact on the water quality from discharging tertiary treated wastewater into the sound. Calculated velocities for the time of maximum velocity in the tidal cycle ranged from 2.32 ft/sec near the bottom to 4.65 ft/sec near the surface of the sound in a cross section in the vicinity of a proposed wastewater outfall. Vertical velocity distributions calculated for the time of maximum velocity were similar at all stations at which velocities were measured except the station in shallow water near the shore. A recent bathymetric chart of the vicinity of the proposed outfall indicates that a bar extends farther along the northern shore of Hilton Head Island than indicated on earlier nautical charts of Port Royal Sound. Continued extension of this bar could alter the impact on water quality from discharge of treated wastewater into the sound. Further study may be needed to monitor changes in the bar if the outfall is located between the bar and Hilton Head Island. Conservative calculations based on the results of the dye tracer study indicate that the discharge of 10.9 million gallons/day of wastewater having concentrations of biochemical oxygen demand and suspended solids of 15 mg/L will result in a maximum cumulative increase in concentrations of biochemical oxygen demand of &lt; 0.01 mg/L and no increase in concentrations of suspended solids at high slack tide in the part of Port Royal Sound most affected by the proposed wastewater discharge. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854326","usgsCitation":"Speiran, G., and Belval, D., 1985, Potential impacts of discharging tertiary-treated wastewater into Port Royal Sound, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4326, v, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854326.","productDescription":"v, 33 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":123698,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4326/report-thumb.jpg"},{"id":58690,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4326/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","otherGeospatial":"Port Royal Sound","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.46636962890625,\n              31.784216884487385\n            ],\n            [\n              -81.46636962890625,\n              32.62780989050403\n            ],\n            [\n              -80.09307861328125,\n              32.62780989050403\n            ],\n            [\n              -80.09307861328125,\n              31.784216884487385\n            ],\n            [\n              -81.46636962890625,\n              31.784216884487385\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae0da","contributors":{"authors":[{"text":"Speiran, G. K.","contributorId":83534,"corporation":false,"usgs":true,"family":"Speiran","given":"G. K.","affiliations":[],"preferred":false,"id":202288,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Belval, D.L.","contributorId":52186,"corporation":false,"usgs":true,"family":"Belval","given":"D.L.","affiliations":[],"preferred":false,"id":202287,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29931,"text":"wri844290 - 1985 - Harmonic analyses of stream temperatures in the Upper Colorado River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844290","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4290","title":"Harmonic analyses of stream temperatures in the Upper Colorado River Basin","docAbstract":"Harmonic analyses were made for available daily water-temperature records for 36 measurement sites on major streams in the Upper Colorado River Basin and for 14 measurement sites on streams in the Piceance structural basin. Generally (88 percent of the station years analyzed), more than 80 percent of the annual variability of temperatures of streams in the Upper Colorado River Basin was explained by the simple-harmonic function. Significant trends were determined for 6 of the 26 site records having 8 years or more record. In most cases, these trends resulted from construction and operation of upstream surface-water impoundments occurring during the period of record. Regional analysis of water-temperature characteristics at the 14 streamflow sites in the Piceance structural basin indicated similarities in water-temperature characteristics for a small range of measurement-site elevations. Evaluation of information content of the daily records indicated that less-than-daily measurement intervals should be considered, resulting in substantial savings in measurement and data-processing costs. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844290","usgsCitation":"Steele, T., 1985, Harmonic analyses of stream temperatures in the Upper Colorado River Basin: U.S. Geological Survey Water-Resources Investigations Report 84-4290, iv, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844290.","productDescription":"iv, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122649,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4290/report-thumb.jpg"},{"id":58747,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4290/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db640ff6","contributors":{"authors":[{"text":"Steele, T.D.","contributorId":38976,"corporation":false,"usgs":true,"family":"Steele","given":"T.D.","email":"","affiliations":[],"preferred":false,"id":202377,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30279,"text":"wri844307 - 1985 - Preliminary assessment of the ground-water resources of the alluvial aquifer, White River valley, Rio Blanco County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri844307","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4307","title":"Preliminary assessment of the ground-water resources of the alluvial aquifer, White River valley, Rio Blanco County, Colorado","docAbstract":"A preliminary study of the alluvial aquifer in the White River Valley was conducted to assess aquifer extent and the occurrence , availability, and chemical quality of water in the aquifer. The aquifer in the study area underlies 35 square miles. Aquifer width ranges from 0.1 to 1.5 miles and averages 0.5 miles. Saturated thickness ranges from zero to more than 140 feet and averages 22 feet. The aquifer is unconfined except west of the Grand Hogback, where artesian conditions were observed at several locations. Well yields usually are less than 25 gallons per minute. At the Meeker municipal well field in Agency Park, wells reportedly could yield more than 1,000 gallons per minute each. Based on nine aquifer tests, transmissivity ranges from 860 to 93,000 feet squared per day, and hydraulic conductivity ranges from 70 to 1,550 feet per day. The estimated total volume of water in storage in the aquifer in the study area is 103,000 acre-feet. Groundwater type in the eastern part of the study area is calcium bicarbonate; to the west, water type is sodium sulfate. Water in the aquifer is classified as very hard throughout the study area. Specific conductance generally increases from east to west. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844307","usgsCitation":"Van Liew, W.P., and Gesink, M., 1985, Preliminary assessment of the ground-water resources of the alluvial aquifer, White River valley, Rio Blanco County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4307, vii, 82 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri844307.","productDescription":"vii, 82 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":159340,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4307/report-thumb.jpg"},{"id":59063,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4307/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59064,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4307/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59065,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4307/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59066,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4307/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59067,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4307/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59068,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4307/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4870","contributors":{"authors":[{"text":"Van Liew, W. P.","contributorId":78370,"corporation":false,"usgs":true,"family":"Van Liew","given":"W.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":202976,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gesink, M.L.","contributorId":6489,"corporation":false,"usgs":true,"family":"Gesink","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":202975,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29130,"text":"wri854153 - 1985 - Water-quality variations in Antelope Creek and Deadmans Run, Lincoln, Nebraska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri854153","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4153","title":"Water-quality variations in Antelope Creek and Deadmans Run, Lincoln, Nebraska","docAbstract":"Eleven sets of samples from five sites on Antelope Creek and Dead Man 's Run in Lincoln, Nebraska, were collected from December 1982 through June 1983 to study water-quality variations. Specific-conductance values generally were similar for Antelope Creek at 52nd Street and 27th Street, but during a low-flow survey of December 1 they increased from 974 to 8,700 microsiemens per centimeter at 25 C from 27th Street to Court Street. Seepage of saline water from underlying bedrock to the stream occurs in this reach. Specific-conductance values were less variable for Dead Man 's Run, increasing an average of only 47 percent from 66th Street to U.S. Highway 6. Specific-conductance values were less at high flows in Antelope Creek, except in samples collected on January 6, 1983, which contained runoff from salted streets. Sodium and chloride concentrations in these samples were from 5 to 10 times greater than those measured in any other samples. Stray-current corrosion occurs when current flows between dissimilar metals. Zinc-coated wire of channel-stabilization structures (gabions) may be an anode and material within the stream banks may be a cathode. Dissolution of the zinc coating by this type of corrosion may be a cause for gabion deterioration in both streams. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854153","usgsCitation":"Pettijohn, R.A., and Engberg, R., 1985, Water-quality variations in Antelope Creek and Deadmans Run, Lincoln, Nebraska: U.S. Geological Survey Water-Resources Investigations Report 85-4153, iv, 36 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854153.","productDescription":"iv, 36 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159371,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4153/report-thumb.jpg"},{"id":57999,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4153/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1cd","contributors":{"authors":[{"text":"Pettijohn, R. A.","contributorId":66743,"corporation":false,"usgs":true,"family":"Pettijohn","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200993,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Engberg, R. A.","contributorId":104876,"corporation":false,"usgs":true,"family":"Engberg","given":"R. A.","affiliations":[],"preferred":false,"id":200994,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30163,"text":"wri844261 - 1985 - Water-quality characteristics of streams in the Piceance Creek and Yellow Creek drainage basins, northwestern Colorado, water years 1977-81","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844261","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4261","title":"Water-quality characteristics of streams in the Piceance Creek and Yellow Creek drainage basins, northwestern Colorado, water years 1977-81","docAbstract":"Physical and chemical data for streams in the Piceance Creek and Yellow Creek drainage basins, Colorado collected during the 1977-81 water years are summarized. Stream temperatures ranged from -0.5 to 35.0 degrees Celsius and were warmest near the downstream reaches of Piceance and Yellow Creeks. Minimum concentrations of dissolved oxygen were greater than 3.0 milligrams per liter in Piceance and Yellow Creeks, and concentrations of dissolved oxygen exceeded saturation during periods of active photosynthesis. Values of pH in streams ranged from 6.9 to 9.0 and were least during snowmelt runoff and greatest in low flows in the lower reaches of Piceance and Yellow Creeks. Concentrations of suspended sediment exceeded 100 ,000 milligrams per liter in localized runoff. Specific conductance varied inversely with discharge. Sodium, magnesium, bicarbonate, and sulfate ions and concentration ranges of dissolved solids between 400 and 1,700 milligrams per liter were characteristic of the water quality of the perennial streams. Calcium and bicarbonate dominated the major ions, and concentrations of dissolved solids normally were less than 600 milligrams per liter in the intermittent streams during storm and snowmelt runoff. Augmentation to Piceance and Yellow Creeks from ground-water sources in the lower reaches of both streams increased concentrations of dissolved solids several thousand milligrams per liter during medium and low flows and caused a change in water-quality type from sodium magnesium bicarbonate to a high-percentage sodium bicarbonate. Increases in dissolved concentrations of arsenic, boron, fluoride, lithium, strontium, and sulfate were related to ground-water sources or discharges from areas of energy resource development. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844261","usgsCitation":"Tobin, R., Stranathan, H., and Covay, K., 1985, Water-quality characteristics of streams in the Piceance Creek and Yellow Creek drainage basins, northwestern Colorado, water years 1977-81: U.S. Geological Survey Water-Resources Investigations Report 84-4261, vii, 80 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844261.","productDescription":"vii, 80 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159278,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4261/report-thumb.jpg"},{"id":58964,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4261/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fce4b07f02db5f58ad","contributors":{"authors":[{"text":"Tobin, R.L.","contributorId":34143,"corporation":false,"usgs":true,"family":"Tobin","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":202792,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stranathan, H.E.","contributorId":96698,"corporation":false,"usgs":true,"family":"Stranathan","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":202794,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Covay, K.J.","contributorId":44948,"corporation":false,"usgs":true,"family":"Covay","given":"K.J.","affiliations":[],"preferred":false,"id":202793,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29936,"text":"wri854048 - 1985 - Controls on ground-water chemistry in the Horse Heaven Hills, south-central Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri854048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4048","title":"Controls on ground-water chemistry in the Horse Heaven Hills, south-central Washington","docAbstract":"Miocene basaltic aquifers are the source of domestic and municipal water, and about 20,000 acre-feet of irrigation water annually, in the Horse Heaven Hills in south-central Washington State. Groundwater chemical variations derive from the hydraulic characteristics is of the geohydrologic system, from groundwater basalt reactions, and from irrigation. Some dissolved species concentrations increase with residence time; others decrease. Recharge area groundwaters are calcium magnesium sodium bicarbonate waters with sodium-adsorption ratios (SAR's) less than 1.0. They evolve to sodium potassium bicarbonate waters with SAR 's as high as 17. Glassy and cryptocrystalline phases of the basalt are the main sources of dissolved sodium. They dissolve by silicate hydrolysis in carbon dioxide charged waters that recharge the aquifer system. Dissolved silicon, iron, and aluminum concentrations are controlled by the solubilities of amorphous secondary alteration products, which order to silica phases, oxyhydroxides, and smectite. Carbonate mineral precipitation is induced by increasing pH from the hydrolysis reaction. Sodium and potassium concentrations increase until clinoptilolite saturation is reached and precipitation begins. Deviations from the general variation patterns are due to localized geologic structures which distort the groundwater flow system, and to the irrigation use of Columbia River water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854048","usgsCitation":"Steinkampf, W., Bortleson, G.C., and Packard, F.A., 1985, Controls on ground-water chemistry in the Horse Heaven Hills, south-central Washington: U.S. Geological Survey Water-Resources Investigations Report 85-4048, v, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854048.","productDescription":"v, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123571,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4048/report-thumb.jpg"},{"id":58751,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686525","contributors":{"authors":[{"text":"Steinkampf, W.C.","contributorId":8137,"corporation":false,"usgs":true,"family":"Steinkampf","given":"W.C.","affiliations":[],"preferred":false,"id":202386,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bortleson, Gilbert C.","contributorId":57472,"corporation":false,"usgs":true,"family":"Bortleson","given":"Gilbert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202387,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Packard, F. A.","contributorId":71164,"corporation":false,"usgs":true,"family":"Packard","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202388,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29727,"text":"wri854054 - 1985 - Impact on the Columbia River of an outburst of Spirit Lake","interactions":[],"lastModifiedDate":"2016-10-31T16:18:27","indexId":"wri854054","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4054","title":"Impact on the Columbia River of an outburst of Spirit Lake","docAbstract":"A one-dimensional sediment-transport computer model was used to study the effects of an outburst of Spirit Lake on the Columbia River. According to the model, flood sediment discharge to the Columbia from the Cowlitz would form a blockage to a height of 44 feet above the current streambed of the Columbia River, corresponding to a new streambed elevation of -3 feet, that would impound the waters of the Columbia River. For an average flow of 233,000 cubic feet in that river, water surface elevations would continue to increase for 16 days after the blockage had been formed. The river elevation at the Trojan nuclear power plant, 5 miles upstream of the Cowlitz River, would rise to 32 feet, compared to a critical elevation of 45 feet, above which the plant would be flooded. For comparison, the Columbia River at average flow without the blockage has an elevation at this location of 6 feet. Correspondingly high water surface elevations would occur along the river to Bonneville Dam , with that at Portland, Oregon, for example, rising also to 32 feet, compared to 10 feet without the blockage. (USGS)","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Reston, VA","doi":"10.3133/wri854054","usgsCitation":"Sikonia, W., 1985, Impact on the Columbia River of an outburst of Spirit Lake: U.S. Geological Survey Water-Resources Investigations Report 85-4054, 60 p., https://doi.org/10.3133/wri854054.","productDescription":"60 p.","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true}],"links":[{"id":122675,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4054/report-thumb.jpg"},{"id":58536,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a05e4b07f02db5f8677","contributors":{"authors":[{"text":"Sikonia, W. G.","contributorId":23946,"corporation":false,"usgs":true,"family":"Sikonia","given":"W. G.","affiliations":[],"preferred":false,"id":202022,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}