{"pageNumber":"216","pageRowStart":"5375","pageSize":"25","recordCount":6233,"records":[{"id":27550,"text":"wri824001 - 1983 - Graphical method for estimating occurrence and duration of a critical low flow in the Sacramento River at Freeport, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri824001","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":"82-4001","title":"Graphical method for estimating occurrence and duration of a critical low flow in the Sacramento River at Freeport, California","docAbstract":"Sacramento County expects to begin operation of the Sacramento Regional Wastewater Treatment Plant in 1982. The California State Water Resources Control Board has ruled that the plant will not be allowed to release effluent into the Sacramento River when flow in the river is 4,000 cubic feet per second or less. Depending on tide condition, flows less than 4,000 cubic feet per second may occur either once or twice during each 24-hour 50-minute tide cycle when the daily mean flow is less than about 12,000 cubic feet per second. Daily means flows less than 12,000 cubic feet per second occur about 28% of the time. Riverflow at the plant outfall is monitored by an acoustic streamflow-measuring system. Regulation of effluent released from the plant will normally be based on real-time flow data computed by the acoustic system. A graphical method for determining the occurrence and duration of flows of 4,000 cubic feet per second and less was developed as a backup system to be used if a temporary failure in the acoustic system occurs. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri824001","usgsCitation":"Harmon, J., 1983, Graphical method for estimating occurrence and duration of a critical low flow in the Sacramento River at Freeport, California: U.S. Geological Survey Water-Resources Investigations Report 82-4001, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824001.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120149,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4001/report-thumb.jpg"},{"id":56405,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4001/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db6723c0","contributors":{"authors":[{"text":"Harmon, J.G.","contributorId":90753,"corporation":false,"usgs":true,"family":"Harmon","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":198306,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20273,"text":"ofr83543 - 1983 - Streamflow and water-quality data for lake and wetland inflows and outflows in the Twin Cities metropolitan area, Minnesota, 1981-82","interactions":[],"lastModifiedDate":"2022-11-29T21:05:53.890263","indexId":"ofr83543","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":"83-543","title":"Streamflow and water-quality data for lake and wetland inflows and outflows in the Twin Cities metropolitan area, Minnesota, 1981-82","docAbstract":"<p>A study of runoff to selected lakes was done in the Twin Cities metropolitan area from July 1981 to December 1982. The purpose of the study was to determine differences in nutrient-loading characteristics for lakes with and without wetlands and settling ponds. The study also quantified nutrient loading to lakes on a storm, seasonal, and annual basis, complementing an inlake water-quality study of these lakes done by the Metropolitan Council.</p>\n<p>Discharge and water-quality data were collected periodically during 1981 and continuously during 1982 at 22 sites located in seven lake watersheds Bryant Lake, Lake Elmo, Fish Lake, Lake George, Lake Riley, Spring Lake, and Square Lake. Basin characteristics and land use were determined for each watershed. Recording instruments provided continuous discharge records at 14 sites and continuous rainfall records at six sites. Automatic water-quality samplers were used at lake inlets. The automatic samplers collected samples at 1- to 2-hour intervals during storms. Lake-outlet samples were collected manually on a weekly basis during flow. Samples were analyzed for suspended solids and nutrients. Atmospheric-input data were collected at eight sites from September 23 to November 1, 1982. Discharge and water-quality data were used to calculate storm, seasonal, and annual loads of total suspended solids, volatile suspended solids, total phosphorus, dissolved phosphorus, nitrite-plus-nitrate nitrogen, ammonia nitrogen, and ammonia-plus-organic nitrogen.</p>\n<p>All data collected during the study are documented in tables and graphs that contain (1) watershed characteristics and land use; (2) storm concentrations; (3) storm, seasonal, and annual loads; (4) storm hydrographs; (5) atmospheric-input concentrations and loads; (6) storm, seasonal, and annual precipitation totals; and (7) results of quality-assurance tests.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr83543","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities","usgsCitation":"Nelson, L., and Brown, R.G., 1983, Streamflow and water-quality data for lake and wetland inflows and outflows in the Twin Cities metropolitan area, Minnesota, 1981-82: U.S. Geological Survey Open-File Report 83-543, ix, 182 p., https://doi.org/10.3133/ofr83543.","productDescription":"ix, 182 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":49808,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0543/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":409821,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14097.htm","linkFileType":{"id":5,"text":"html"}},{"id":152307,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0543/report-thumb.jpg"}],"country":"United States","state":"Minnesota","otherGeospatial":"Twin Cities metropolitan area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -93.60496854789335,\n              45.32564700821305\n            ],\n            [\n              -93.60496854789335,\n              44.46539742917852\n            ],\n            [\n              -92.93961890825824,\n              44.46539742917852\n            ],\n            [\n              -92.93961890825824,\n              45.32564700821305\n            ],\n            [\n              -93.60496854789335,\n              45.32564700821305\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f2e","contributors":{"authors":[{"text":"Nelson, Luanne","contributorId":67909,"corporation":false,"usgs":true,"family":"Nelson","given":"Luanne","email":"","affiliations":[],"preferred":false,"id":182364,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, R. G.","contributorId":106118,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":182365,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28332,"text":"wri824101 - 1983 - Potential effects of surface coal mining on the hydrology of the Greenleaf-Miller area, Ashland coal field, southeastern Montana","interactions":[],"lastModifiedDate":"2024-02-14T22:20:37.674086","indexId":"wri824101","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":"82-4101","title":"Potential effects of surface coal mining on the hydrology of the Greenleaf-Miller area, Ashland coal field, southeastern Montana","docAbstract":"The Greenleaf-Miller area of the Ashland coal field contains reserves of Federal coal that have been identified for potential lease sale. A hydrologic study was conducted in the potential lease area in 1981 to describe the existing hydrologic system and to assess potential impacts of surface coal mining on local water resources. The hydrologic data collected from wells, test holes, and springs were used to identify aquifers in the alluvium (Pleistocene and Holocene age) and the Tongue River member of the Fort Union Formation (Paleocene age). Coal, clinker, and sandstone beds comprise the aquifers in the Tongue River Member. Most streams are ephemeral and flow only as a result of precipitation. The only perennial surface-water flow in the study area is along short reaches downstream from springs. A mine plan for the area is not available; thus, the location of mine cuts, direction and rate of the mine expansion, and duration of mining are unknown. The mining of the Sawyer and Knoblock coal beds in the Tonge River Member would effect ground-water flow in the area. Declines in the potentiometric surface would be caused by dewatering where the mine pits intersect the water table. Wells and springs would be removed in the mine area; however, deeper aquifers are available as replacement sources of water. The chemical quality of the ground water would change after moving through the spoils. The change would be an increase in the concentration of dissolved solids. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824101","usgsCitation":"Levings, G.W., 1983, Potential effects of surface coal mining on the hydrology of the Greenleaf-Miller area, Ashland coal field, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 82-4101, iv, 35 p., https://doi.org/10.3133/wri824101.","productDescription":"iv, 35 p.","costCenters":[],"links":[{"id":425668,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35609.htm","linkFileType":{"id":5,"text":"html"}},{"id":57139,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4101/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123307,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4101/report-thumb.jpg"}],"country":"United States","state":"Montana","otherGeospatial":"Ashland coal field, Greenleaf-Miller area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -106.585,\n              45.78\n            ],\n            [\n              -106.585,\n              45.683\n            ],\n            [\n              -106.336,\n              45.683\n            ],\n            [\n              -106.336,\n              45.78\n            ],\n            [\n              -106.585,\n              45.78\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db68386d","contributors":{"authors":[{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199609,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2880,"text":"wsp2214 - 1983 - Estimating peak discharges of small, rural streams in Massachusetts","interactions":[{"subject":{"id":11563,"text":"ofr80676 - 1982 - Estimating peak discharges of small rural streams in Massachusetts","indexId":"ofr80676","publicationYear":"1982","noYear":false,"title":"Estimating peak discharges of small rural streams in Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":2880,"text":"wsp2214 - 1983 - Estimating peak discharges of small, rural streams in Massachusetts","indexId":"wsp2214","publicationYear":"1983","noYear":false,"title":"Estimating peak discharges of small, rural streams in Massachusetts"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp2214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2214","title":"Estimating peak discharges of small, rural streams in Massachusetts","docAbstract":"Floodflows on natural-flow streams in Massachusetts with drainage areas between 0.25 square miles and 260 square miles may be estimated from drainage area, main-channel slope, mean basin elevation, and the area of swamps, lakes, and ponds. Multiple-regression techniques were used to define the relationship between a suite of basin and climatic characteristics and flood peaks in three flood-frequency regions at a total of 95 sites. Station flood-frequency data were computed following guidelines in Bulletin 17A of the U.S. Water Resources Council. The frequency analyses are based upon weighted skew values, adjustments for high and low outliers, and historic peak data. \r\n\r\nRegression equations for estimation of peak discharges for 0.5, 0.2, 0.1, 0.04, 0.02, and 0.01 exceedance probabilities are provided for ungaged sites. An improved sample of flood peaks and gaging stations and the definition of three flood-frequency regions reduced the standard errors of estimate by about 5 percent over those for the 1977 relations. Included in this analysis were the synthetic flood-frequency data at 8 sites computed using historic climatic data and 10 parameters optimized by calibration of the U.S. Geological Survey's rainfall-runoff model with storm data observed over 11 years. \r\n\r\nThe equations are applicable to streams unaffected by regulation where the usable manmade storage is less than 4.5 million cubic feet per square mile, or by diversions or urbanization. The equations are restricted to sites where the basin indices are within a specified range outside of eastern Plymouth, Barnstable, Dukes, or Nantucket Counties. In these areas, the available data do not adequately define the influence of high infiltration and storage capacities of drainage basins on floodflows.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. G.P.O.,","doi":"10.3133/wsp2214","usgsCitation":"Wandle, S.W., 1983, Estimating peak discharges of small, rural streams in Massachusetts: U.S. Geological Survey Water Supply Paper 2214, iv, 26 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2214.","productDescription":"iv, 26 p. :ill. ;28 cm.","numberOfPages":"30","costCenters":[],"links":[{"id":139002,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2214/report-thumb.jpg"},{"id":29517,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db64867b","contributors":{"authors":[{"text":"Wandle, S. William","contributorId":95862,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":145949,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7250,"text":"ofr83208 - 1983 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","interactions":[{"subject":{"id":7250,"text":"ofr83208 - 1983 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","indexId":"ofr83208","publicationYear":"1983","noYear":false,"title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas"},"predicate":"SUPERSEDED_BY","object":{"id":119,"text":"wsp2246 - 1986 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","indexId":"wsp2246","publicationYear":"1986","noYear":false,"title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas"},"id":1}],"supersededBy":{"id":119,"text":"wsp2246 - 1986 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","indexId":"wsp2246","publicationYear":"1986","noYear":false,"title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas"},"lastModifiedDate":"2024-01-03T18:14:04.965165","indexId":"ofr83208","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":"83-208","title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","docAbstract":"<p>Data obtained during a hydrologic study of the Price River basin, Utah, are used to describe seasonal variations of flow of springs, relation between ground water and surface water, hydraulic properties of the ground-water reservoir, ground-water recharge and discharge, flood characteristics of streams, mineralogic composition and depositional rates of sediments, nutrient and inorganic loading in streams and Scofield Reservoir, and water budgets for selected basins. Additional study and monitoring are needed to detect possible hydrologic changes caused by coal mining.</p><p>Much of the ground-water discharge from the Star Point Sandstone in the Mesaverde Group in the Wasatch Plateau occurs along faults. In the Book Cliffs, where faulting is less extensive, most of the ground-water discharge is from the Flagstaff Limestone. The Flagstaff Limestone is greatly diffusive, has a small storage coefficient, and contains water which is perched.</p><p>Springs issuing from the Star Point Sandstone in the Mud Creek drainage (Wasatch Plateau) had recession indexes greater than 365 days per log cycle. Springs issuing at higher altitudes from the Colton Formation and the Flagstaff Limestone in the Soldier Creek area (Book Cliffs) have great seasonal variability, with recession indexes ranging from 24 to 115 days per log cycle. Estimated transmissivities in the Soldier Creek area ranged from 0.003 foot squared per day in the lower part of the Castlegate Sandstone to 0.07 foot squared per day in the Price River Formation.</p><p>Seepage from the Star Point Sandstone is the major contributor to base flow of the stream in Eccles Canyon (Wasatch Plateau). Gains of as much as 230 gallons per minute occurred near a fault zone which crosses Eccles Canyon at the junction with South Fork Canyon.</p><p>The potentiometric surface of water in the Blackhawk Formation in the Wasatch Plateau (Mud Creek drainage) and the Book Cliffs (Soldier Creek area) generally is above the coal zones, and dewatering will be necessary in most places during mining. The total reported mine discharge during 1980 was about 2,800 acre-feet.</p><p>During the 1980 water year, ground-water discharge from the Flagstaff Limestone contributed about 4,400 acre-feet, or 41 percent of the combined streamflow of Coal, Soldier, and Dugout Creeks. Discharge from the Blackhawk and other formations contributed about 2,200 acre-feet, or 21 percent of the streamflow. The recharge to a 4,020-acre outcrop of the Flagstaff Limestone in the Soldier Creek area was determined from measurements of the discharge of springs and seepage gains in streams. The estimated recharge was 2 inches per year, or 12 percent of the April 1 snowpack, or 9 percent of the precipitation during 1980.</p><p>Benthic-diversity indexes at streams in the Book Cliffs and Wasatch Plateau are related to the size of the bed material. The Shannon-Weiner diversity index for five sites in the Mud Creek drainage ranged from 1.57 to 4.20 during four sampling periods in 1979-80. In the Soldier Creek drainage, the diversity index for four sampling sites ranged from 0.8 to 2.3 during three sampling periods in 1979-80.</p><p>Sediment deposition in Scofield Reservoir during 1943-79 was estimated to be 3,000 acre-feet but most of the coal deposition in the reservoir occurred prior to about 1950. An anaerobic zone develops in the reservoir during the summer, but the water in the reservoir completely mixes during late summer or early fall.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83208","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Waddell, K., Dodge, J., Darby, D., and Theobald, S., 1983, Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas: U.S. Geological Survey Open-File Report 83-208, Report: 145 p.; 5 Plates: 23.89 x 23.89 inches or smaller, https://doi.org/10.3133/ofr83208.","productDescription":"Report: 145 p.; 5 Plates: 23.89 x 23.89 inches or smaller","costCenters":[],"links":[{"id":424073,"rank":7,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424071,"rank":5,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-1a.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424070,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-2-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424069,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-2-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424068,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0208/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139917,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0208/report-thumb.jpg"},{"id":424072,"rank":6,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0208/figure-16.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Price River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -111.38649537660416,\n              39.9980852966755\n            ],\n            [\n              -111.38649537660416,\n              39.24068299668005\n            ],\n            [\n              -110.33455445863544,\n              39.24068299668005\n            ],\n            [\n              -110.33455445863544,\n              39.9980852966755\n            ],\n            [\n              -111.38649537660416,\n              39.9980852966755\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb77","contributors":{"authors":[{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":154902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dodge, J.E.","contributorId":21133,"corporation":false,"usgs":true,"family":"Dodge","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":154899,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Darby, D.W.","contributorId":49333,"corporation":false,"usgs":true,"family":"Darby","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":154900,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Theobald, S.M.","contributorId":51270,"corporation":false,"usgs":true,"family":"Theobald","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":154901,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":24045,"text":"ofr83942 - 1983 - Preliminary stage-discharge relations for Tombigbee River at Gainesville Dam, near Gainesville, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:10","indexId":"ofr83942","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":"83-942","title":"Preliminary stage-discharge relations for Tombigbee River at Gainesville Dam, near Gainesville, Alabama","docAbstract":"The construction of Gainesville Dam and other related channel alterations, completed in 1979, has resulted in changes to the stage-discharge relations in the vicinity. The lack of current-meter measurements, coupled with backwater conditions, makes definition of a single stage-discharge relation impossible. However, limit curves can be defined that would encompass such a relation. Backwater is defined as water backed up or retarded in its course as compared with water flowing under normal or natural conditions. This results in a rise in stage above normal water level while the discharge remains unaffected. Backwater is usually caused by temporary obstruction(s) to the flow downstream. Backwater at Gainesville Dam is due to large tributary inflow and return of flood plain flows to the main channel during recessions. The discharges obtained from 105 computations of flow through the dam for the tailwater and 59 for the pool were plotted versus stage. These plots illustrate, by the scatter of these data points, the variations in backwater. Curves were drawn to envelope the extreme plot patterns showing possible ranges of several feet in stage for any given discharge for both the pool and the tailwater.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83942","issn":"0094-9140","usgsCitation":"Nelson, G.H., and Ming, C.O., 1983, Preliminary stage-discharge relations for Tombigbee River at Gainesville Dam, near Gainesville, Alabama: U.S. Geological Survey Open-File Report 83-942, 16 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83942.","productDescription":"16 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156317,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0942/report-thumb.jpg"},{"id":53211,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0942/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53212,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0942/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53213,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0942/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0942/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b48f2","contributors":{"authors":[{"text":"Nelson, G. H.","contributorId":48186,"corporation":false,"usgs":true,"family":"Nelson","given":"G.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":191214,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. O.","contributorId":9266,"corporation":false,"usgs":true,"family":"Ming","given":"C.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":191213,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30277,"text":"wri824082 - 1983 - Water resources of the Truk Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri824082","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":"82-4082","title":"Water resources of the Truk Islands","docAbstract":"The Truk Islands, part of the Caroline Islands in the western Pacific, consist of 19 volcanic islands and about 65 coral islets. The volcanic islands and some of the coral islets are scattered in an 820-square-mile lagoon enclosed by a 125-mile long barrier reef. Moen, although not the largest, is by far the most developed island and is the adminstrative, commercial, educational, and transporation center of the islands. Monthly rainfall records for most years are available since 1903. Rainfall-runoff comparisons show that about half the annual rainfall runs off as surface water into Truk Lagoon. Flow characteristics of the major streams, based on more than 11 years of record, are provided and the application of data for possible use in the design of reservoirs and rain catchments is included. Historical and present development of all water sources is given. The chemical analyses of surface and ground water on Moen, with the exception of water from well 9, show the good quality of the water sources. This report summarizes all hydrologic data collected and provides interpretations that can be used for development and management of the water resources. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824082","usgsCitation":"Van der Brug, O., 1983, Water resources of the Truk Islands: U.S. Geological Survey Water-Resources Investigations Report 82-4082, xvii, 240 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824082.","productDescription":"xvii, 240 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4082/report-thumb.jpg"},{"id":59060,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f02fe","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29032,"text":"wri834062 - 1983 - Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri834062","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":"83-4062","title":"Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho","docAbstract":"Water-quality data were collected from 92 wells in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho. Current data were compiled with pre-1980 data from 116 wells to define water-quality conditions in major aquifers. Factors affecting water quality are composition of aquifer materials, water temperature, and source of recharge. Mixing of water by interaquifer flow, from confined, hot water aquifers (40 degrees Celsius or greater) with water from cold water aquifers (less than 20 degrees Celsius) occurs along regional complex fault systems, and through partially cased boreholes. Cold water generally contains calcium, magnesium, and bicarbonate plus carbonate ions; hot water generally contains sodium, potassium, and bicarbonate plus carbonate ions. Warm water (between 20 degrees and 40 degrees Celsius) has an intermediate chemical composition resulting from mixing. Ground-water quality is acceptable for most uses, although it locally contains chemical constituents or physical properties that may restrict its use. Effects of thermal water used for irrigation on quality of shallow ground water are inconclusive. Long-term increase in concentrations of several constituents in parts of the study area may be due to effects of land- and water-use activities, such as infiltration of septic-tank effluent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834062","usgsCitation":"Parliman, D., 1983, Ground-water quality in the western Snake River basin, Swan Falls to Glenns Ferry, Idaho: U.S. Geological Survey Water-Resources Investigations Report 83-4062, ix, 94 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834062.","productDescription":"ix, 94 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123476,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4062/report-thumb.jpg"},{"id":57893,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db6557df","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":200828,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7230,"text":"ofr83264 - 1983 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1980","interactions":[],"lastModifiedDate":"2017-06-14T11:15:13","indexId":"ofr83264","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":"83-264","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1980","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas-Fort Worth and San Antonio areas.</p>\n<p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydro!ogic analyses, the magnitude and frequency of flood peaks and flood volumes.</li>\n<li>To determine the effect of urban development on flood peaks and volumes.</li>\n<li>To ascertain the variation in water quality for different flow conditions and different seasons.</li>\n</ol>\n<p>This report, the seventeenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents hydrologic data collected in the Houston urban area for the 1980 water year (October 1, 1979 to September 30, 1980).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr83264","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., Hutchison, J., Bruchmiller, J., and Walther, L., 1983, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1980: U.S. Geological Survey Open-File Report 83-264, vi, 272 p., https://doi.org/10.3133/ofr83264.","productDescription":"vi, 272 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":34623,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0264/report.pdf","text":"Report","size":"5.55 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":139939,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0264/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.36819458007811,\n              30.039377605001338\n            ],\n            [\n              -95.42587280273438,\n              30.039377605001338\n            ],\n            [\n              -95.49179077148438,\n              30.03462216002981\n            ],\n            [\n              -95.56320190429686,\n              30.0262995822237\n            ],\n            [\n              -95.62774658203125,\n              30.001327656702326\n            ],\n            [\n      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J.P.","contributorId":102490,"corporation":false,"usgs":true,"family":"Bruchmiller","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":154841,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Walther, L.S.","contributorId":93760,"corporation":false,"usgs":true,"family":"Walther","given":"L.S.","email":"","affiliations":[],"preferred":false,"id":154839,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":7073,"text":"ofr83261 - 1983 - Cost-effectiveness of the stream-gaging program in Maine","interactions":[{"subject":{"id":7073,"text":"ofr83261 - 1983 - Cost-effectiveness of the stream-gaging program in Maine","indexId":"ofr83261","publicationYear":"1983","noYear":false,"title":"Cost-effectiveness of the stream-gaging program in Maine"},"predicate":"SUPERSEDED_BY","object":{"id":32,"text":"wsp2244 - 1984 - Cost effectiveness of the stream-gaging program in Maine; A prototype for nationwide implementation","indexId":"wsp2244","publicationYear":"1984","noYear":false,"title":"Cost effectiveness of the stream-gaging program in Maine; A prototype for nationwide implementation"},"id":1}],"supersededBy":{"id":32,"text":"wsp2244 - 1984 - Cost effectiveness of the stream-gaging program in Maine; A prototype for nationwide implementation","indexId":"wsp2244","publicationYear":"1984","noYear":false,"title":"Cost effectiveness of the stream-gaging program in Maine; A prototype for nationwide implementation"},"lastModifiedDate":"2019-11-07T12:18:47","indexId":"ofr83261","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":"83-261","title":"Cost-effectiveness of the stream-gaging program in Maine","docAbstract":"<p>Data uses and funding sources were identified for the 51 continuous stream gages currently being operated in Maine. Three stream-gages were identified as having insufficient reason to continue their operation. Operation of these stations were identified as having uses specific only to short-term studies; it is recommended that these stations be discontinued at the end of the data-collection phases of the studies. The remaining 45 stations should be maintained in the program for the foreseeable future. The current policy for operation of the 45-station program would require $180,300 per year. The average standard error of estimation of streamflow record is 18.5 percent. It was shown that this overall level of accuracy at the 45 sites could be maintained with a budget of \\$170,000 if the gaging resources were redistributed among the gages. A minimum budget of \\$155,000 is required to operate the 45-gage program; a budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, the average standard error is 26.0 percent. The maximum budget analyzed was \\$350,000, which resulted in an average standard error of 9.2 percent. Large parts of Maine 's interior were identified as having sparse stream-flow data. It was recommended that this sparsity should be remedied as funds can be made available. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr83261","usgsCitation":"Fontaine, R.A., Moss, M.E., Smath, J., and Thomas, W.O., 1983, Cost-effectiveness of the stream-gaging program in Maine: U.S. Geological Survey Open-File Report 83-261, v, 81 p. , https://doi.org/10.3133/ofr83261.","productDescription":"v, 81 p. ","costCenters":[],"links":[{"id":369041,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0261/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0261/report-thumb.jpg"}],"country":"United States","state":"Maine","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.2353515625,\n              42.956422511073335\n            ],\n            [\n              -66.95068359374999,\n              42.956422511073335\n            ],\n            [\n              -66.95068359374999,\n              47.65058757118734\n            ],\n            [\n              -71.2353515625,\n              47.65058757118734\n            ],\n            [\n              -71.2353515625,\n              42.956422511073335\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649314","contributors":{"authors":[{"text":"Fontaine, Richard A. rfontain@usgs.gov","contributorId":2379,"corporation":false,"usgs":true,"family":"Fontaine","given":"Richard","email":"rfontain@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":154179,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moss, M. E.","contributorId":50500,"corporation":false,"usgs":true,"family":"Moss","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":154181,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smath, J.A.","contributorId":15174,"corporation":false,"usgs":true,"family":"Smath","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":154180,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thomas, W. O.","contributorId":101246,"corporation":false,"usgs":true,"family":"Thomas","given":"W.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":154182,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":17252,"text":"ofr83223 - 1983 - Hydrology of Area 1, eastern coal province, Pennsylvania [West Branch Susquehanna River, Sinnemahoning Creek, Upper Juniata River, Clearfield Creek]","interactions":[],"lastModifiedDate":"2022-02-07T21:20:37.876385","indexId":"ofr83223","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":"83-223","title":"Hydrology of Area 1, eastern coal province, Pennsylvania [West Branch Susquehanna River, Sinnemahoning Creek, Upper Juniata River, Clearfield Creek]","docAbstract":"<p>Provisions of the Surface Mining Control and Reclamation Act of 1977 recognized a nationwide need for hydrologic information in mined and potentially mined areas. This report is designed to be useful to mine owners, operators, regulatory authorities, citizens groups, and others by presenting information on existing hydrologic conditions and by identifying additional sources of hydrologic information. General hydrologic information is presented in a brief text accompanied by a map, chart, graph, or other illustration for each of a series of water resources-related topics. The summation of the topical discussions provides a description of the hydrology of the area.</p><p>The Eastern Coal Province has been divided into 24 hydrologic study areas which are shown on the cover of this report. The divisions are based on hydrologic factors, location, and size. Hydrologic units (surface drainage basins) or parts of units are combined to form each study area.</p><p>Area 1 covers 7,400 square miles of the Eastern Coal Province in part or all of 18 counties in west-central Pennsylvania. The major streams in the area are the West Branch Susquehanna and Juniata Rivers. Area 1 counties produced more than 20,000,000 tons of coal during 1979. About 66,000 acres of disturbed coal land in Area 1 counties are in need of reclamation.</p><p>Streamflow data have been collected at 146 locations in the area, and water-quality data have been collected at 123 locations. Interpretations of water quality in this report are generally based on a series of four water-quality samples collected at each of 113 locations during the 1979-80 water years. Water-quality data collected at these sites included: specific conductance; dissolved solids; pH; acidity; alkalinty; total and dissolved iron; total and dissolved manganese; sulfate; and bed-material iron, manganese, coal, and organic carbon. Most sites had benthic invertebrate populations sampled and analyses of bed-material constituents. A smaller set of sites was sampled for common constituents and minor elements.</p><p>Streams in Clearfield and Cambria Counties, the two leading coal producers in the area, had median specific conductances and dissolved-solids concentrations three to five times greater than those from other area counties. Clearfield County streams had the lowest median stream pH in the area. Most streams sampled in the area had acidity in excess of alkalinity. Streams in the three major coal producing counties in the area had median total-iron concentrations two to three times higher than those for other area counties, and the same general pattern was found for total manganese. The median sulfate concentration of a county's streams showed a close positive correlation with the amount of coal mined in the county. Iron and coal concentrations in bed material were higher in coal-producing counties, but manganese concentrations in bed material were not higher. Twenty-eight streams did not have a benthic biological community as defined by the Office of Surface Mining. Three-fourths of the sites with no biological community had levels of pH, acidity, iron, manganese, and sulfate indicative of acid mine drainage.</p><p>Statistics on low flow, mean flow, peak flow, and flow-duration can be computed from gaging station records for gaged streams. The same statistics can be estimated for ungaged streams through the use of regression or graphical techniques. This information may be useful in preparing and evaluating mine-permit applications.</p><p>Aquifers in the area receive most recharge from precipitation on outcrop areas. Highest ground-water levels generally occur in spring, decline during the summer, and begin to rise again during the fall. Water levels in valleys generally show less fluctuation than on hills. Median well yields in the area range from 5 to 50 gallons per minute. Ground-water supplies are obtained from more than 40 formations. Ground-water quality is generally suitable for most uses.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83223","usgsCitation":"Herb, W.J., Brown, D.E., Shaw, L.C., and Becher, A.E., 1983, Hydrology of Area 1, eastern coal province, Pennsylvania [West Branch Susquehanna River, Sinnemahoning Creek, Upper Juniata River, Clearfield Creek]: U.S. Geological Survey Open-File Report 83-223, vi, 89 p., https://doi.org/10.3133/ofr83223.","productDescription":"vi, 89 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":149364,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0223/report-thumb.jpg"},{"id":94516,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0223/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -79.31579589843749,\n              39.87601941962116\n            ],\n            [\n              -77.47558593749999,\n              39.87601941962116\n            ],\n            [\n              -77.47558593749999,\n              41.93088998442502\n            ],\n            [\n              -79.31579589843749,\n              41.93088998442502\n            ],\n            [\n              -79.31579589843749,\n              39.87601941962116\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604b72","contributors":{"authors":[{"text":"Herb, William J.","contributorId":79454,"corporation":false,"usgs":true,"family":"Herb","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":175611,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, Deborah E.","contributorId":92255,"corporation":false,"usgs":true,"family":"Brown","given":"Deborah","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":175614,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shaw, Lewis C.","contributorId":84433,"corporation":false,"usgs":true,"family":"Shaw","given":"Lewis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":175612,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Becher, Albert E.","contributorId":82979,"corporation":false,"usgs":true,"family":"Becher","given":"Albert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":175613,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":17253,"text":"ofr82647 - 1983 - Hydrology of area 2, Eastern Coal Province, Pennsylvania and New York","interactions":[],"lastModifiedDate":"2017-07-07T08:29:10","indexId":"ofr82647","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":"82-647","title":"Hydrology of area 2, Eastern Coal Province, Pennsylvania and New York","docAbstract":"<p>Provisions of the Surface Mining Control and Reclamation Act of 1977 recognized a nationwide need for hydrologic information in mined and potentially mined areas. This report is designed to be useful to mine owners, operators, regulatory authorities, citizens groups, and others by presenting information on existing hydrologic conditions and by identifying additional sources of hydrologic information. General hydrologic information is presented in a brief text accompanied by a map, chart, graph, or other illustration for each of a series of water-resourcesrelated topics. The summation of the topical discussions provides a description of the hydrology of the area. The Eastern Coal Province has been divided into 24 hydrologic study areas which are shown on the cover of this report. The divisions are based on hydrologic factors, location, and size. Hydrologic units (surface drainage basins) or parts of units are combined to form each study area. Study Area 2 covers northwestern Pennsylvania and a small part of southwestern New York. Most exposed bedrock is of Pennsylvanian, Mi;;sissippian, or Devonian ages. Glacial drift covers most of the bedrock in the northwestern part of the area. During 1979, more than 7 million tons of bituminous coal was produced from about 230 mines in Area 2 counties. Over 99 percent of the area's coal production is from surface mining. Streamflow data are available for 18 continuousrecord stations; 1 crest-stage, partial-record station; 1 low-flow, partial-record station; and 65 miscellaneous sites. Water-quality data are available for 78 locations. Streams having the highest median specific conductance, highest median dissolved-solids concentrations, lowest median pH, highest median total-iron concentration, highest median total-manganese concentration, and highest dissolved-sulfate concentrations were found in Clarion County, the leading coal-producing county in the area. Statistics on low flow, mean flow, peak flow, and flow duration for gaging stations can be computed from recorded mean daily flows. Similar statistics can be estimated for ungaged streams by regression and graphical techniques. Five ground-water observation wells are being operated in Area 2. Ground-water levels fluctuate seasonally. Depth to water increases with well depth in upland areas and decreases with well depth in valleys. Well yields in the area range from less than 1 to more than 2,000 gallons per minute. Wells in unconsolidated materials usually have higher yields. Ground-water quality is adequate for most domestic purposes, except locally. Additional water-data information are available through: (1) The National Water Data Exchange, (2) The National Water Data Storage and Retrieva</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82647","usgsCitation":"Herb, W., Brown, D., Shaw, L.C., Stoner, J., and Felbinger, J., 1983, Hydrology of area 2, Eastern Coal Province, Pennsylvania and New York: U.S. Geological Survey Open-File Report 82-647, vi, 159 p. :ill. (some col., some folded), maps (some col., some folded) ;28 cm., https://doi.org/10.3133/ofr82647.","productDescription":"vi, 159 p. :ill. (some col., some folded), maps (some col., some folded) ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":95399,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0647/report.pdf","size":"25882","linkFileType":{"id":1,"text":"pdf"}},{"id":149365,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0647/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6021f7","contributors":{"authors":[{"text":"Herb, W.J.","contributorId":16847,"corporation":false,"usgs":true,"family":"Herb","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":175615,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, D.E.","contributorId":91879,"corporation":false,"usgs":true,"family":"Brown","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":175618,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shaw, L. C.","contributorId":21162,"corporation":false,"usgs":true,"family":"Shaw","given":"L.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":175616,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Stoner, J.E.","contributorId":67901,"corporation":false,"usgs":true,"family":"Stoner","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":175617,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Felbinger, J.K.","contributorId":104077,"corporation":false,"usgs":true,"family":"Felbinger","given":"J.K.","affiliations":[],"preferred":false,"id":175619,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":8449,"text":"ofr83550 - 1983 - Nonparametric tests for trends in water-quality data using the statistical analysis system","interactions":[],"lastModifiedDate":"2016-06-01T15:43:25","indexId":"ofr83550","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":"83-550","title":"Nonparametric tests for trends in water-quality data using the statistical analysis system","docAbstract":"<p>Two nonparametric procedures to test for trends in water-quality data (SEASKEN AND SEASRS) have been developed for the Statistical Analysis System* (SAS). The procedure SEASKEN tests for a monotonic trend in time by a modified form of Kendall's tau, the Seasonal Kendall test. The procedure SEASRS tests for a step trend between two different periods in a time series using a modified form of the Wilcoxon (Mann-Whitney) rank sum test, the Mann-WhitneyWilcoxon rank sum test for seasonal data. Examples are presented using the two procedures. The source code and user's guide for each of the two procedures are also presented.</p>\n<p>Procedures for flow adjusting water-quality data by the SAS procedures REG and SYSREG and techniques for plotting water-quality data as a time series by the SAS procedure PLOT are presented.</p>\n<p>Additionally, examples are presented to demonstrate the use of the U.S. Geological Survey procedures QWRETR, DVRETR, QWSAS, and DVINPUT to retrieve data from the Geological Survey WATSTORE system and make it available to SAS.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83550","usgsCitation":"Crawford, C.G., Slack, J.R., and Hirsch, R.M., 1983, Nonparametric tests for trends in water-quality data using the statistical analysis system: U.S. Geological Survey Open-File Report 83-550, iv, 102 p., https://doi.org/10.3133/ofr83550.","productDescription":"iv, 102 p.","numberOfPages":"106","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":140525,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0550/report-thumb.jpg"},{"id":36022,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0550/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684672","contributors":{"authors":[{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":157734,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slack, James R.","contributorId":43778,"corporation":false,"usgs":true,"family":"Slack","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157736,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"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":37316,"text":"WMA - Integrated Information Dissemination Division","active":true,"usgs":true},{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true},{"id":37778,"text":"WMA - Integrated Modeling and Prediction Division","active":true,"usgs":true},{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"preferred":true,"id":157735,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28213,"text":"wri834224 - 1983 - Statistical analysis and evaluation of water-quality data for selected streams in the coal area of east-central Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri834224","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":"83-4224","title":"Statistical analysis and evaluation of water-quality data for selected streams in the coal area of east-central Montana","docAbstract":"To document and evaluate existing conditions of water quality prior to proposed coal development in east-central Montana, water-quality data were collected at 23 sites on selected streams from October 1975 through September 1981. The data were statistically summarized and regression equations were developed to define relationships between water-quality variables. Where applicable, measured water-quality conditions were compared to various water-use standards. Measured concentrations of dissolved solids ranged from 145 to 12,200 milligrams per liter. Concentrations commonly exceeded 1,000 milligrams per liter and thereby present a high to very high salinity hazard for irrigation. Streamflow of the area contains predominantly sodium and sulfate ions and generally constitutes a medium to very high sodium hazard for irrigation during base flow. The water in most streams is generally adequate for livestock consumption during base flow. Concentrations of suspended sediment were extremely variable and had a direct correlation to water discharge. Measured suspended-sediment concentrations ranged from 4 to 23 ,000 milligrams per liter. Sediment-transport curves were developed for 18 of the study sites. Mean annual suspended-sediment loads were determined at five sites using the flow-duration, sediment-transport curve method. Mean annual sediment loads ranged from 1,010 to 72,7000 tons. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834224","usgsCitation":"Lambing, J., 1983, Statistical analysis and evaluation of water-quality data for selected streams in the coal area of east-central Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4224, v, 94 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834224.","productDescription":"v, 94 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4224/report-thumb.jpg"},{"id":57047,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4224/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4893e4b07f02db520f8d","contributors":{"authors":[{"text":"Lambing, J. H.","contributorId":100860,"corporation":false,"usgs":true,"family":"Lambing","given":"J. H.","affiliations":[],"preferred":false,"id":199406,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28336,"text":"wri834146 - 1983 - Hydrogeology and simulation of water flow in the Kootenai aquifer of the Judith basin, central Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri834146","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":"83-4146","title":"Hydrogeology and simulation of water flow in the Kootenai aquifer of the Judith basin, central Montana","docAbstract":"Five Jurassic and Cretaceous formations in the Judith basin of central Montana were investigated with a three-dimensional model to improve the understanding of water flow in the Kootenai aquifer. To accomplish this objective, of water flow in the aquifers and two intervening confining layers was constructed from existing data. A steady-state model was calibrated and evaluated using a parameter-estimation procedure. The digital model simulates horizontal flow in the middle (Kootenai) aquifer and vertical leakage through the overlying and underlying confining layers. The top and bottom aquifers are used as constant-head boundaries to aid in simulating vertical leakage. Transmissivity for the aquifer obtained from the calibrated model ranges from 137 to 364 ft super 2/d. Recharge in the form of precipitation on the outcrop is about 2% of total precipitation (5.44 ft super 3/s). The other component of net recharge is 32.48 ft super 3/s of vertical leakage from the Swift aquifer. The cumulative rate of discharge from all known wells completed in the aquifer is about 0.84 ft super 3/s. Other components of net discharge are 1.83 ft super 3/s of underflow and 35.25 ft super 3/s of vertical leakage to the Colorado aquifers. Estimates of vertical hydraulic conductivity are 2.15 x 10- super 2 ft/d for the lower confining layer, and 3.16 x 10- super 3 and 1.33 x 10- super 4 ft/d for the upper confining layer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section [distributor],","doi":"10.3133/wri834146","usgsCitation":"Levings, J.F., 1983, Hydrogeology and simulation of water flow in the Kootenai aquifer of the Judith basin, central Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4146, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834146.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123465,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4146/report-thumb.jpg"},{"id":57147,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4146/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57148,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68550a","contributors":{"authors":[{"text":"Levings, Julianne F.","contributorId":29818,"corporation":false,"usgs":true,"family":"Levings","given":"Julianne","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199615,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26699,"text":"wri834194 - 1983 - Estimating generalized flood skew coefficients for Michigan","interactions":[],"lastModifiedDate":"2016-09-16T10:19:33","indexId":"wri834194","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":"83-4194","title":"Estimating generalized flood skew coefficients for Michigan","docAbstract":"<p>Current estimates of station skew indicate that estimates of generalized skew obtained from the skew map of the United States prepared by the U.S. Water Resources Council have a -0.27 bias for Michigan. Station skew was recomputed using currently recommended statistical procedures of the Water Resources Council, and available data through 1982. Generalized skew is combined with station skew in order to improve estimates of flood-flow frequencies. As a result of this study, the mean station skew for each of three designated regions can be used to estimate generalized skew in Michigan. The Upper Peninsula has a skew of 0.12; the southwest part of the Lower Peninsula has a skew of 0.081; the remainder of the Lower Peninsula has a skew of -0.17. The mean-square error associated with generalized skew determined on the basis of designated regions is 0.2. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri834194","collaboration":"Prepared jointly with Michigan Department of Natural Resources, Water Management Division","usgsCitation":"Croskey, H., and Holtschlag, D., 1983, Estimating generalized flood skew coefficients for Michigan: U.S. Geological Survey Water-Resources Investigations Report 83-4194, iv, 27 p., https://doi.org/10.3133/wri834194.","productDescription":"iv, 27 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":121931,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4194/report-thumb.jpg"},{"id":55570,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4194/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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J. 0000-0001-5185-4928","orcid":"https://orcid.org/0000-0001-5185-4928","contributorId":102493,"corporation":false,"usgs":true,"family":"Holtschlag","given":"D. J.","affiliations":[],"preferred":false,"id":196849,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":7226,"text":"ofr8344 - 1983 - Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1981","interactions":[],"lastModifiedDate":"2017-06-14T10:53:09","indexId":"ofr8344","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":"83-44","title":"Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1981","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas, Fort Worth, and San Antonio areas.</p><p>The Geological Survey, in cooperation with the Texas Department of Water Resources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.</p><p>The objectives of the Austin urban hydrology study are as follows:</p><ol><li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.</li><li>To determine the effect of urban development on flood peaks and volume.</li><li>To determine the variations in water quality during different seasons and flow conditions in representative watersheds under various types of urban development.</li><li>To quantitatively appraise the ground-water resources along the Balcones Fault Zone, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the Edwards aquifer that is is hydrologic circulation with Barton Springs.</li></ol><p>This report presents the basic hydroloqic data collected in the Austin urban area for the 1981 water year (Oct. 1, 1980 to Sept. 30, 1981).</p><p>Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-81-3, 1981.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr8344","collaboration":"Prepared in cooperation with the City of Austin and the Texas Department of Water Resources","usgsCitation":"Slade, R., Veenhuis, J., Dorsey, M., Gardiner, H., and Smith, A.E., 1983, Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1981: U.S. Geological Survey Open-File Report 83-44, vi, 293 p., https://doi.org/10.3133/ofr8344.","productDescription":"vi, 293 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":34621,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0044/report.pdf","text":"Report","size":"5.27 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":140695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0044/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608036","contributors":{"authors":[{"text":"Slade, R.M.","contributorId":84364,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","affiliations":[],"preferred":false,"id":154830,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Veenhuis, J.E.","contributorId":6850,"corporation":false,"usgs":true,"family":"Veenhuis","given":"J.E.","affiliations":[],"preferred":false,"id":154826,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":154829,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gardiner, Heather","contributorId":52569,"corporation":false,"usgs":true,"family":"Gardiner","given":"Heather","email":"","affiliations":[],"preferred":false,"id":154827,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Smith, A. E.","contributorId":58254,"corporation":false,"usgs":true,"family":"Smith","given":"A.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":154828,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":11729,"text":"ofr83747 - 1983 - Chronology of late Pleistocene and Holocene volcanics, Long Valley and Mono Basin geothermal areas, eastern California","interactions":[],"lastModifiedDate":"2022-09-23T20:16:56.047888","indexId":"ofr83747","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":"83-747","title":"Chronology of late Pleistocene and Holocene volcanics, Long Valley and Mono Basin geothermal areas, eastern California","docAbstract":"Hydration-rind ages based on hydration-rind thicknesses of obsidian and an assumed hydration rate of 5 microns /1000 yrs have been determined for the 26 exposed Mono domes and coulees. Hydration-rind thickness data give good estimates of relative age differences between the domes, but determination of absolute ages will depend upon calibration to radiometric ages. \r\n\r\nThe first extrusion of highly differentiated, sparsely porphyritic rhyolite occurred an estimated 32,000 to 40,000 yrs ago and consists of a small dome at the northwest end of the contiguous chain. The next major extrusive event occurred about 24,000 yrs ago and is represented by two domes and a major tephra. About 10,000 yrs ago the frequency of eruptive activity increases and rhyolite lave was extruded at an average rate of 0.2 km3/1000 yrs; periods of dormancy ranging in length from 300 to 2000 yrs. About 2000 to 3000 yrs ago the rate of extrusion increased dramatically to 0.8 km3/1000 yrs beginning with the eruption of the South Coulee and its associated tephra. At the same time, the nature of erupted magma changed from sparsely porphyritic (3 to 10 per cent sanidine) to aphyric rhyolite. All eruptions since 2000 radiocarbon yrs BP have produced magma that is aphyric but is of the same chemical composition as the earlier porphyritic magma. Volumes of porphyritic and aphyric extrusives, each of which includes volumes of lava and volumes of pumiceous pyroclastics reduced for porosity, are nearly equal and together total about 4 km3. Projecting the recent rate of extrusion over the time since the last major eruption, 1185 radiocarbon yrs ago suggests that a future eruption in the Mono Chain could release as much as 1 km 3 of magma. The recent increase in extrusion rate and the contemporaneous change in the nature of the magma are attributed to an event in the magma chamber that allowed the release of hotter, more fluid, crystal-free magma. The young age for the beginning of rhyolite volcanism from the mono magma chamber suggests that rhyolite magma may have been emplaced in the shallow crust as recently as 32,000 to 40,000 yrs ago. Calculations by Lachenbruch et al. (1976, Jour. Geophys. Research, v. 81, p. 769-784) that a thermal disturbance at this age would have propagated upward by solid conduction only 4 km and offer an explanation for the lack of a heat-flow anomaly and surface indications of hydrothermal activity over the Mono magma chamber and its associated ring-fracture system. This report also contains new information on the age and chemistry of volcanics on the Mono Lake island, the Inyo domes, and tephras within the Long Valley Caldera. \r\n\r\nA newly discovered rhyolite tuff ring of late Quaternary age in the Toowa volcanic field of the southern Sierra Nevada is briefly described for it represents a new area that should be examined for potential as a geothermal area.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83747","usgsCitation":"Wood, S.H., 1983, Chronology of late Pleistocene and Holocene volcanics, Long Valley and Mono Basin geothermal areas, eastern California: U.S. Geological Survey Open-File Report 83-747, vii, 76 p., https://doi.org/10.3133/ofr83747.","productDescription":"vii, 76 p.","costCenters":[],"links":[{"id":407293,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14207.htm","linkFileType":{"id":5,"text":"html"}},{"id":143964,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0747/report-thumb.jpg"},{"id":39615,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0747/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Long Valley and Mono Basin geothermal area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.129,\n              37.681\n            ],\n            [\n              -118.922,\n              37.681\n            ],\n            [\n              -118.922,\n              38.046\n            ],\n            [\n              -119.129,\n              38.046\n            ],\n            [\n              -119.129,\n              37.681\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e073f","contributors":{"authors":[{"text":"Wood, S. H.","contributorId":66261,"corporation":false,"usgs":true,"family":"Wood","given":"S.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":163631,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18437,"text":"ofr83696 - 1983 - Long-range plans for hydrologic investigations in New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:07:25","indexId":"ofr83696","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":"83-696","title":"Long-range plans for hydrologic investigations in New Mexico","docAbstract":"Objectives of the hydrologic-data-collection projects presented in this report include continuing to identify future data needs; conducting an analysis of the water-quality, ground-water, and surface-water observation networks; and entering all available current and historical hydrologic data into the U.S. Geological Survey Water Data Storage and Retrieval System (WATSTORE). Objectives of areal-appraisal studies include evaluating the water resources in the Gallup-Grants-Zuni-Acoma Sag area and on the eastern flank of the Sandi and Manzano Mountains in Bernalillo County. Potential projects for basin assessments include quantifying the ground-water/surface-water relationships on rivers with flows governed by compacts and an investigation of the water resources of the Estancia Basin. Projects that will assist in the evaluation of energy-related activities include describing the effects of resaturation of coal mines and of milling operations on the quality and quantity of ground and surface water. Activities that need to be undertaken to assist in addressing waste-disposal problems include the evaluation of the hydrologic factors influencing the feasibility of cleanup at the Albuquerque South Valley ' superfund ' site and the establishment of a monitoring network at the Waste Isolation Pilot Plant project near Carlsbad. Scientific methods that need to be developed include (1) the testing of analytical techniques for estimating site-specific conditions with the results of digital hydrologic models, and (2) the determination of the influence of recharge from ephemeral streams on alluvial aquifers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83696","usgsCitation":"Case, H.L., and Welder, G.E., 1983, Long-range plans for hydrologic investigations in New Mexico: U.S. Geological Survey Open-File Report 83-696, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83696.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":151222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0696/report-thumb.jpg"},{"id":47788,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0696/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6352fb","contributors":{"authors":[{"text":"Case, H. L. III","contributorId":70435,"corporation":false,"usgs":true,"family":"Case","given":"H.","suffix":"III","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":179117,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welder, G. E.","contributorId":100814,"corporation":false,"usgs":true,"family":"Welder","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":179118,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20619,"text":"ofr83680 - 1983 - Quality of surface water in the coal-mining region, southwestern Indiana, October 1979 to September 1980","interactions":[],"lastModifiedDate":"2016-06-22T08:31:47","indexId":"ofr83680","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":"83-680","title":"Quality of surface water in the coal-mining region, southwestern Indiana, October 1979 to September 1980","docAbstract":"<p>The U.S. Geological Survey collected water-quality and other hydrologic data for surface water in the coal-mining region of southwestern Indiana. These data were collected at 85 sites in 19 counties during October 1979 and at 21 of the 85 sites in 12 of the 19 counties monthly from January through September 1980. The samples were collected during steady flow. Samples were also collected at 8 of the 21 monthly sites during unsteady flow caused by storms. Samples were collected prestorm; on the rising, peak, and falling stream stages; and poststorm, after flow had stabilized.</p>\n<p>Water samples were collected at each site for determining concentrations of major ions, selected metals, nutrients, and suspended sediment. Specific conductance, pH, water temperature, dissolved oxygen, and instantaneous discharge were also determined at each site. During October 1979, streambed-material samples were collected at 74 sites for determining concentrations of acid-soluble constituents on sediment smaller than 63-micron diameter. During March 1980, streambed-material samples were collected at 14 sites for determining the quantity of coal in streambed sediments.</p>","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr83680","usgsCitation":"Renn, D., 1983, Quality of surface water in the coal-mining region, southwestern Indiana, October 1979 to September 1980: U.S. Geological Survey Open-File Report 83-680, iv, 95 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83680.","productDescription":"iv, 95 p. :ill., maps ;28 cm.","startPage":"1","endPage":"95","numberOfPages":"99","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":152221,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0680/report-thumb.jpg"},{"id":50146,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0680/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Clay County, Daviess County, Dubois County, Fountain County, Gibson County, Greene County, Knox County, Martin County, Montgomery County, Owen County, Parke County, Perry County, Pike County, Posey County, Spencer County, Sullivan County, Vanderburgh County, Vermillion County, Vigo County, Warren County, Warrick 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,{"id":18113,"text":"ofr83853 - 1983 - Geohydrologic data for test well USW H-5, Yucca Mountain area, Nye County, Nevada","interactions":[],"lastModifiedDate":"2013-08-26T14:27:34","indexId":"ofr83853","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":"83-853","title":"Geohydrologic data for test well USW H-5, Yucca Mountain area, Nye County, Nevada","docAbstract":"This report presents data on drilling operations, lithology, borehole geophysics, water-level monitoring, core analysis, ground-water chemistry, pumping tests, and packer-injection tests for test well USW H-5. The well is one of a series of test wells drilled in and near the southwestern part of the Nevada Test Site, Nye County, Nevada, in cooperation with the U.S. Department of Energy. These test wells are part of the Nevada Nuclear Waste Storage Investigations to identify suitable sites for storage of high-level radioactive wastes. Test well USW H-5 was drilled to a total depth of 1,219 meters through volcanic rocks consisting mostly of ash-flow tuff. Depth to water in the well ranged between 703.8 and 707.2 meters below land surface, at an approximate altitude of 704 meters above sea level. Drawdown in the well exceeded 6 meters after test pumping more than 3,000 minutes at a rate of 10 liters per second. Borehole-flow surveys showed that about 90 percent of the water in the well is contributed by the zone between 707 and about 820 meters below land surface. Two composite water samples collected after well completion contained 206 and 220 milligrams per liter of dissolved solids. Sodium and bicarbonate were the predominant dissolved anion and cation. The concentration of dissolved silica was 48 milligrams per liter in both samples, which is a relatively large concentration for most natural waters.","language":"ENGLISH","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr83853","usgsCitation":"Bentley, C., Robison, J.H., and Spengler, R., 1983, Geohydrologic data for test well USW H-5, Yucca Mountain area, Nye County, Nevada: U.S. Geological Survey Open-File Report 83-853, iv, 34 p., https://doi.org/10.3133/ofr83853.","productDescription":"iv, 34 p.","numberOfPages":"38","costCenters":[],"links":[{"id":149313,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0853/report-thumb.jpg"},{"id":47468,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0853/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Nevada","county":"Nye County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.5,36.0 ], [ -116.5,37.1 ], [ -115.0,37.1 ], [ -115.0,36.0 ], [ -116.5,36.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f2b","contributors":{"authors":[{"text":"Bentley, C.B.","contributorId":28223,"corporation":false,"usgs":true,"family":"Bentley","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":178571,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robison, J. H.","contributorId":60183,"corporation":false,"usgs":true,"family":"Robison","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":178572,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Spengler, R.W.","contributorId":7281,"corporation":false,"usgs":true,"family":"Spengler","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":178570,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":18428,"text":"ofr82557 - 1983 - Storage requirements for Georgia streams","interactions":[],"lastModifiedDate":"2017-02-03T12:23:09","indexId":"ofr82557","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":"82-557","title":"Storage requirements for Georgia streams","docAbstract":"The suitability of a stream as a source of water supply or for waste disposal may be severely limited by low flow during certain periods. A water user may be forced to provide storage facilities to supplement the natural flow if the low flow is insufficient for his needs. This report provides data for evaluating the feasibility of augmenting low streamflow by means of storage facilities. It contains tabular data on storage requirements for draft rates that are as much as 60 percent of the mean annual flow at 99 continuous-record gaging stations, and draft-storage diagrams for estimating storage requirements at many additional sites.\r\n\r\nThrough analyses of streamflow data, the State was divided into four regions. Draft-storage diagrams for each region provide a means of estimating storage requirements for sites on streams where data are scant, provided the drainage area, mean annual flow, and the 7-day, 10-year low flow are known or can be estimated. These data are tabulated for the 99 gaging stations used in the analyses and for 102 partial-record sites where only base-flow measurements have been made. The draft-storage diagrams are useful not only for estimating in-channel storage required for low-flow augmentation, but also can be used for estimating the volume of off-channel storage required to retain wastewater during low-flow periods for later release. In addition, these relationships can be helpful in estimating the volume of wastewater to be disposed of by spraying on land, provided that the water disposed of in this manner is only that for which streamflow dilution water is not currently available. Mean annual flow can be determined for any stream within the State by using the runoff map in this report. Low-flow indices can be estimated by several methods, including correlation of base-flow measurements with concurrent flow at nearby continuous-record gaging stations where low-flow indices have been determined.\r\n\r\n","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82557","collaboration":"One map on folded sheet in pocket. \r\n\"Water resources investigations.\" \r\n","usgsCitation":"Carter, R.F., 1983, Storage requirements for Georgia streams: U.S. Geological Survey Open-File Report 82-557, v, 69 p. :ill., maps (1 col.) ;28 cm., https://doi.org/10.3133/ofr82557.","productDescription":"v, 69 p. :ill., maps (1 col.) ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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,{"id":26874,"text":"wri834088 - 1983 - Automatic dilution gaging of rapidly varying flow","interactions":[],"lastModifiedDate":"2015-10-19T15:53:48","indexId":"wri834088","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":"83-4088","title":"Automatic dilution gaging of rapidly varying flow","docAbstract":"<p>It is often difficult to obtain discharge ratings at urban gaging stations. This report presents the results of using an automated constant-rate dyedilution technique to measure discharge at two sites in Madison, Wisconsin. The sites selected have well-defined stage-discharge ratings, developed during previous hydrologic studies. One site has a 60-inch diameter concrete storm sewer and the other a concrete-lined open trapezoidal channel.</p>\n<p>Equipment selected to automate the method included a portable automatic water sampler, a four-channel event recorder, and a variable-speed peristaltic pump for dye injection. An electrical switching circuit was designed to coordinate the operation of this equipment.</p>\n<p>During the data-collection period of 1 year, a total of 20 storms were monitored.</p>\n<p>The analysis showed that the discharges measured by dye-dilution techniques were generally within &plusmn; 10 percent of the discharges determined from ratings established by current-meter measurements. Larger differences were noted at the start of and on the rising limb of four hydrographs. Of the 20 storms monitored, dilution measurements on 17 were of acceptable accuracy. Peak discharges from the open-channel site ranged from 0 to 12 percent departures from the existing rating whereas the comparison of peak discharge at the storm sewer site ranged from 0 to 5 percent departures from the existing rating.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834088","usgsCitation":"Duerk, M., 1983, Automatic dilution gaging of rapidly varying flow: U.S. Geological Survey Water-Resources Investigations Report 83-4088, v, 17 p., https://doi.org/10.3133/wri834088.","productDescription":"v, 17 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":123423,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4088/report-thumb.jpg"},{"id":55767,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4088/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6674a7","contributors":{"authors":[{"text":"Duerk, M.D.","contributorId":18806,"corporation":false,"usgs":true,"family":"Duerk","given":"M.D.","affiliations":[],"preferred":false,"id":197163,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57293,"text":"wdrWV821 - 1983 - Water resources data West Virginia, water year 1982","interactions":[],"lastModifiedDate":"2025-02-26T20:00:54.138059","indexId":"wdrWV821","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":"WV-82-1","title":"Water resources data West Virginia, water year 1982","docAbstract":"<p>Water resources data for the 1982 water year for West Virginia consist of records of stage, discharge, and water quality of streams and springs; stage and contents of lakes and reservoirs; and water levels in wells. This report contains discharge records for 116 gaging stations; stage only records for 9 gaging stations; stage and contents for 8 lakes and reservoirs; contents for 1 reservoir; change in contents for 1 reservoir; water quality for 55 gaging stations; and water levels for 29 observation wells. Also included are 2 crest-stage partial-record stations, and 1 low-flow partial record station. Additional water data were collected at various sites, not part of the systematic data collections program, and are published as miscellaneous measurements and analyses. 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 West Virginia. <br></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWV821","collaboration":"Prepared in cooperation with the State of West Virginia and with other agencies","usgsCitation":"Embree, W., Friel, E., Ehlke, T.A., and Ward, S., 1983, Water resources data West Virginia, water year 1982: U.S. Geological Survey Water Data Report WV-82-1, ix, 342 p., https://doi.org/10.3133/wdrWV821.","productDescription":"ix, 342 p.","costCenters":[],"links":[{"id":482456,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1982/wv-82-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181887,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1982/wv-82-1/report-thumb.jpg"}],"country":"United States","state":"West 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,{"id":44505,"text":"wri834063 - 1983 - Identification and classification of perennial streams of Arkansas","interactions":[],"lastModifiedDate":"2023-12-12T21:53:14.81486","indexId":"wri834063","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":"83-4063","title":"Identification and classification of perennial streams of Arkansas","docAbstract":"Perennial streams are identified in a map and classified according to the relative magnitude of their 7-day, 10-year low flows. Perennial streams are identified for the entire State of Arkansas with the exception of the Mississippi Alluvial Plain. Also presented are the 7-day, 10-year low flow values at continuous-record and low-flow partial-record stations statewide. Perennial streams are defined in this report as having 7-day, 10-year low flows greater than zero. The perennial stream drainage was delineated using data from continuous-record and low-flow partial-record stations, and reconnaissance-site observations. The reconnaissance was conducted during the unusually dry summer of 1980. In analysis, the State was divided into hydrologic regions; they were used in conjunction with index stations to establish the recurrence intervals of flow observed, during the reconnaissance. When necessary, relations were developed by region to adjust observed flow to 10-year recurrence interval flows. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Little Rock, AR","doi":"10.3133/wri834063","collaboration":"Prepared in cooperation with the Arkansas Geological Commission","usgsCitation":"Hunrichs, R., 1983, Identification and classification of perennial streams of Arkansas: U.S. Geological Survey Water-Resources Investigations Report 83-4063, 1 Plate: 53.05 inches x 36.42 inches, https://doi.org/10.3133/wri834063.","productDescription":"1 Plate: 53.05 inches x 36.42 inches","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":423460,"rank":3,"type":{"id":36,"text":"NGMDB Index 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