{"pageNumber":"1628","pageRowStart":"40675","pageSize":"25","recordCount":46644,"records":[{"id":27624,"text":"wri8178 - 1982 - Automation of an ion chromatograph for precipitation analysis with computerized data reduction","interactions":[],"lastModifiedDate":"2017-10-03T10:15:54","indexId":"wri8178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-78","title":"Automation of an ion chromatograph for precipitation analysis with computerized data reduction","docAbstract":"<p>Interconnection of an ion chromatograph, an autosampler, and a computing integrator to form an analytical system for simultaneous determination of fluoride, chloride, orthophosphate, bromide, nitrate, and sulfate in precipitation samples is described. Computer programs provided with the integrator are modified to implement ionchromatographic data reduction and data storage. The liquid-flow scheme for the ion chromatograph is changed by addition of a second suppressor column for greater analytical capacity. An additional vave enables selection of either suppressor column for analysis, as the other column is regenerated and stabilized with concentrated eluent.</p><p>Minimum limits of detection and quantitation for each anion are calculated; these limits are a function of suppressor exhaustion. Precision for replicate analyses of six precipitation samples for fluoride, chloride, orthophosphate, nitrate, and sulfate ranged from 0.003 to 0.027 milligrams per liter. To determine accuracy of results, the same samples were spiked with known concentrations of the above mentioned anions. Average recovery was 108 percent.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8178","usgsCitation":"Hedley, A.G., and Fishman, M., 1982, Automation of an ion chromatograph for precipitation analysis with computerized data reduction: U.S. Geological Survey Water-Resources Investigations Report 81-78, iv, 33 p., https://doi.org/10.3133/wri8178.","productDescription":"iv, 33 p.","numberOfPages":"41","costCenters":[],"links":[{"id":159000,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0078/report-thumb.jpg"},{"id":346293,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db668079","contributors":{"authors":[{"text":"Hedley, Arthur G.","contributorId":17876,"corporation":false,"usgs":true,"family":"Hedley","given":"Arthur","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fishman, Marvin J.","contributorId":87110,"corporation":false,"usgs":true,"family":"Fishman","given":"Marvin J.","affiliations":[],"preferred":false,"id":198430,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25963,"text":"wri8247 - 1982 - Ground-water resources of the White River basin, Delaware County, Indiana","interactions":[],"lastModifiedDate":"2020-11-05T21:15:00.164788","indexId":"wri8247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-47","title":"Ground-water resources of the White River basin, Delaware County, Indiana","docAbstract":"<p><span>The ground-water resources of the White River basin in and near Delaware </span><span>County, Indiana, were investigated by mapping the aquifers, calculating their </span><span>hydraulic properties, determining the distribution of potentiometric head, and </span><span>determining some of the components of the ground-water budget from data collect</span><span>ed in the field. This information was used to construct and calibrate a seven-</span><span>layer, digital ground-water-flow model. The model, constructed and calibrated </span><span>to water-level and seepage data collected during the study, simulates conditions </span><span>for the autumn of 1977. The model was used to assess ground-water potential in </span><span>terms of yield, drawdown, and streamflow depletion. </span></p><p><span>Drift covers nearly the entire area and generally ranges in thickness from 0 to 500 feet. Beneath the drift lie Silurian and Ordovician limestone, dolomite, and shale. A bedrock valley trends east-west through the center of the area. Bedrock surface relief is about 400 feet. </span></p><p><span>Six confined sand and gravel aquifers interbedded in the drift, a bedrock aquifer, and an unconfined outwash aquifer are the three major aquifer systems. The nearly horizontal, areally discontinuous, confined sand and gravel aquifers generally range in thickness from 5 to 40 feet and have an average hydraulic conductivity estimated to be 433 feet per day. The bedrock aquifer underlying all of Delaware County has a permeable thickness estimated to be 150 feet and an average transmissivity of 1,000 square feet per day. </span></p><p><span>Observation-well records indicate that water-level fluctuation is seasonal and has no long-term trends. Municipal and industrial ground-water pumpage for 1976 was 3.1 million gallons per day (4.8 cubic feet per second). On October 29, 1977, when the flow duration in the White River at Muncie was 80 percent, ground-water seepage to streams was 81 cubic feet per second. The water budget simulated in the model indicated that the rate of inflow to the ground-water system in the modeled area is 102 cubic feet per second: 80 percent from effective areal recharge of precipitation and 20 percent from ground-water flow across the area boundaries. Two percent of the ground-water discharge is pump-age, 66 percent is seepage to streams, and the remaining 32 percent is flow across the area boundaries. </span></p><p><span>Simulations of seven pumping plans provide a general assessment of the water-yielding potential of the three major aquifer systems. Model results indicate that as much as 3 million gallons per day can be developed from well fields where the average drawdown is 20 feet. Model simulations also indicate that 7 million gallons per day is available from a potential well field around Muncie. </span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8247","collaboration":"Prepared in cooperation with the Indiana Department of Natural Resources","usgsCitation":"Arihood, L.D., and Lapham, W.W., 1982, Ground-water resources of the White River basin, Delaware County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 82-47, vi, 69 p., https://doi.org/10.3133/wri8247.","productDescription":"vi, 69 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":380218,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157571,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0047/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Delaware County","otherGeospatial":"White River basin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.4451,40.3792],[-85.2205,40.379],[-85.2182,40.3073],[-85.2168,40.2198],[-85.2165,40.135],[-85.2157,40.0765],[-85.5763,40.0769],[-85.5784,40.3794],[-85.4451,40.3792]]]},\"properties\":{\"name\":\"Delaware\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696a92","contributors":{"authors":[{"text":"Arihood, Leslie D. 0000-0001-5792-3699 larihood@usgs.gov","orcid":"https://orcid.org/0000-0001-5792-3699","contributorId":2357,"corporation":false,"usgs":true,"family":"Arihood","given":"Leslie","email":"larihood@usgs.gov","middleInitial":"D.","affiliations":[{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true},{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195554,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195555,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27677,"text":"wri8175 - 1982 - Results of deep-well injection testing at Mulberry, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri8175","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-75","title":"Results of deep-well injection testing at Mulberry, Florida","docAbstract":"At the Kaiser Aluminum and Chemical Corporation plant, Mulberry, Fla., high-chloride, acidic liquid wastes are injected into a dolomite section at depths below about 4,000 feet below land surface. In 1975, a satellite monitor well was drilled 2,291 feet from the injection well and a series of three injection tests were performed. Duration of the tests ranged from 240 to 10,020 minutes and injection rates ranged from 110 to 230 gallons per minute. Based on an evaluation of factors that affect hydraulic response, water-level data suitable for interpretation of hydraulic characteristics of the injection zone were identified to occur from 200 to 1,000 minutes during the 10,020-minute test. Transmissivity of the injection zone was computed to be within the range from 700 to 1,000 feet squared per day and storage coefficient of the injection zone was computed to be within the range from .00001 to .00005. The confining bed accepting most of the leakage appears to be the underlying bed. Also, it appears that the overlying beds are probably relatively impermeable and significantly retard the vertical movement of neutralized waste effluent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8175","usgsCitation":"Hickey, J.J., and Wilson, W., 1982, Results of deep-well injection testing at Mulberry, Florida: U.S. Geological Survey Water-Resources Investigations Report 81-75, iv, 15 p. :ill., map ;28 cm., https://doi.org/10.3133/wri8175.","productDescription":"iv, 15 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0075/report-thumb.jpg"},{"id":56527,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0075/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605789","contributors":{"authors":[{"text":"Hickey, John J.","contributorId":39763,"corporation":false,"usgs":true,"family":"Hickey","given":"John","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198517,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, W.E.","contributorId":100831,"corporation":false,"usgs":true,"family":"Wilson","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":198518,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28474,"text":"wri824072 - 1982 - A data-management system for areal interpretive data for the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri824072","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4072","title":"A data-management system for areal interpretive data for the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","docAbstract":"The High Plains Regional Aquifer System Analysis has developed a regional water-resources (and related) data storage and retrieval system to organize and preserve areal interpretative data. The system is general and can easily be adapted for other studies. This report documents the High Plains data base as well as the general system that is independent of the High Plains area. The system is built around a hierarchically structured data base consisting of related latitude-longitude blocks. Various parameters in the data base are stored at different degrees of detail, with the finest detail being a block of 1 minute of latitude by 1 minute longitude (approximately 1 square mile). (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824072","usgsCitation":"Luckey, R.R., and Ferrigno, C., 1982, A data-management system for areal interpretive data for the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4072, vii, 112 p. :ill. ;28 cm., https://doi.org/10.3133/wri824072.","productDescription":"vii, 112 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118797,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4072/report-thumb.jpg"},{"id":57274,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af2a1","contributors":{"authors":[{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199867,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ferrigno, C.F.","contributorId":27092,"corporation":false,"usgs":true,"family":"Ferrigno","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":199866,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29742,"text":"wri8227 - 1982 - Water information for northwestern Missouri: A planning document","interactions":[],"lastModifiedDate":"2017-12-06T14:06:55","indexId":"wri8227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-27","title":"Water information for northwestern Missouri: A planning document","docAbstract":"<p>Water supplies are limited in much of northwestern Missouri, and water-resources data also are limited. This report presents a summary of hydrologic data and an evaluation of areas where additional hydrologic data are needed to provide a data base suitable for use in making decisions regarding future water development.</p><p>The largest and most dependable surface-water supplies that can be obtained without storage from tributary streams, as indicated by the 30-day low flow with recurrence interval of 10 years, potentially are available from the lower Grand River (15 to 30 million gallons per day) and the Nodaway and Chariton Rivers (5 to 10 million gallons per day). Flow of the Missouri River is greater than 1,300 million gallons per day at all points in Missouri. Surface water is primarily a calcium bicarbonate<br>type with dissolved-solids concentration less than 400 milligrams per liter.</p><p>Sources of water in surficial deposits are the Missouri River alluvium (well yields as much as 2,000 gallons per minute), glacial drift (well yields of 30 to 500 gallons per minute), and alluvium of tributary streams (well yields exceed 50 gallons per minute in large basins). The Pennsylvanian bedrock yields only a few gallons per minute to wells. The Cambrian and Ordovician formations are not evaluated because data are few, and there are no water wells open to these units. Water from the alluvium is a hard, calcium bicarbonate type that commonly has relatively large iron concentrations and typically has dissolved-solids concentrations of less than 500 milligrams per liter. Water from the glacial-drift and bedrock generally is a mixed calcium bicarbonate sodium sulfate type, is hard, has relatively large iron concentrations, and some of it is classified as saline.</p><p>Areas where additional hydrologic data are needed to provide a data base suitable for use in making decisions regarding future water development include the lower Grand and Thompson River basins, the Missouri River alluvial aquifer, the Nodaway-Tarkio-One Hundred and Two River basins, the Chariton River basin, and the 19 counties where surface-mineable coal reserves make coal-related industrial expansion possible.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8227","usgsCitation":"Skelton, J., Harvey, E.J., and Miller, D.E., 1982, Water information for northwestern Missouri: A planning document: U.S. Geological Survey Water-Resources Investigations Report 82-27, iii, 58 p., https://doi.org/10.3133/wri8227.","productDescription":"iii, 58 p.","costCenters":[],"links":[{"id":160066,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0027/report-thumb.jpg"},{"id":349815,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.7843017578125,\n              40.588928169693745\n            ],\n            [\n              -94.68017578125,\n              39.0533181067413\n            ],\n            [\n              -91.99951171875,\n              38.56964280859044\n            ],\n            [\n              -92.30712890625,\n              40.59727063442024\n            ],\n            [\n              -95.7843017578125,\n              40.588928169693745\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1b2","contributors":{"authors":[{"text":"Skelton, John","contributorId":70392,"corporation":false,"usgs":true,"family":"Skelton","given":"John","email":"","affiliations":[],"preferred":false,"id":202044,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harvey, Edward Joseph","contributorId":32131,"corporation":false,"usgs":true,"family":"Harvey","given":"Edward","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":202043,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, Don E.","contributorId":29485,"corporation":false,"usgs":true,"family":"Miller","given":"Don","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202042,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27046,"text":"wri8249 - 1982 - Streamflow losses to Madison Group rocks in the Little Belt and Big Snowy Mountains, Montana","interactions":[],"lastModifiedDate":"2019-08-05T11:31:54","indexId":"wri8249","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-49","title":"Streamflow losses to Madison Group rocks in the Little Belt and Big Snowy Mountains, Montana","docAbstract":"Four streams originating in the Little Belt and Big Snowy Mountains in central Montana were measured in 1975 to determine streamflow losses across outcrops of the Madison Group (Mississippian age). Based on streamflow data obtained for 39 months at two streamflow-gaging stations on the Middle Fork Judith River, the average daily loss was 9.1 cubic feet per second or about 6,600 acre-feet per year. Seepage measurements on other stream reaches indicated losses of 7.6 cubic feet per second on the south Fork Judith River, 9.2 cubic feet per second in Yogo Creek, as much as 64 cubic feet per second in Dry Wolf Creek, and about 60 cubic feet per second in Rock Creek. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8249","usgsCitation":"Feltis, R., and Shields, R.R., 1982, Streamflow losses to Madison Group rocks in the Little Belt and Big Snowy Mountains, Montana: U.S. Geological Survey Water-Resources Investigations Report 82-49, 16 p. , https://doi.org/10.3133/wri8249.","productDescription":"16 p. ","costCenters":[],"links":[{"id":158971,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0049/report-thumb.jpg"},{"id":366250,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0049/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","otherGeospatial":"Big Snowy Mountains, Little Belt Mountains","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.7314453125,\n              46.619261036171515\n            ],\n            [\n              -108.797607421875,\n              46.619261036171515\n            ],\n            [\n              -108.797607421875,\n              46.98774725646568\n            ],\n            [\n              -109.7314453125,\n              46.98774725646568\n            ],\n            [\n              -109.7314453125,\n              46.619261036171515\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d9c","contributors":{"authors":[{"text":"Feltis, R.D.","contributorId":93467,"corporation":false,"usgs":true,"family":"Feltis","given":"R.D.","affiliations":[],"preferred":false,"id":197465,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shields, Ronald R.","contributorId":64655,"corporation":false,"usgs":true,"family":"Shields","given":"Ronald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197464,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27335,"text":"wri824068 - 1982 - Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:54:35","indexId":"wri824068","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4068","title":"Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming","docAbstract":"A digital model was used to simulate ground-water flow within the Bates Creek alluvial aquifer, southwest of Casper, Wyoming. Hydrologic data collected during 1977 and 1978 were used to develop the flow model under steady-state and transient conditions. Three scenarios for operating the stream-aquifer system were evaluated with the digital model. The scenarios represent no ground-water pumping, pumping by all existing wells , and pumping by all existing and proposed wells. The model simulations used average values of stream discharge, ground-water pumpage and water use as input parameters. A decrease in the quantitity of ground-water discharge to Bates Creek is predicted to occur through 1988 as a result of pumping. The magnitude and timing of the predicted decrease in ground-water discharge may differ from actual ground-water discharge if hydrologic conditions through 1988 vary significantly from the averaged input values used in the simulations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824068","usgsCitation":"Glover, K.C., 1982, Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4068, v, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824068.","productDescription":"v, 50 p. :ill., maps ;28 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":124053,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4068/report-thumb.jpg"},{"id":56199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4068/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65aa1c","contributors":{"authors":[{"text":"Glover, K. C.","contributorId":14828,"corporation":false,"usgs":true,"family":"Glover","given":"K.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197938,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26734,"text":"wri824009 - 1982 - Hydrology of coal-resource areas in the southern Wasatch Plateau, central Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824009","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4009","title":"Hydrology of coal-resource areas in the southern Wasatch Plateau, central Utah","docAbstract":"The study defines the surface and groundwater hydrology of coal-resources areas in the Southern Wasatch Plateau in Central Utah and, where possible, predicts the hydrologic impacts of underground mining. Discharge data at four streamflow gaging stations indicated that from 5 to 29% of the average annual precipitation on a drainage runs off streams, mainly during the snowmelt period (spring and summer). Most of the base flow of streams originates as spring discharge in the higher altitudes of drainages. Peak flows, average 7-day flood flows, and flood depths were related to basin characteristics in order to develop flood equations for ungaged sites. Chemical quality of surface water was suitable for most uses. Dissolved-solids concentrations ranged from 97 to 835 milligrams per liter in 61 samples collected throughout the area. Data from wells and coal-test holes, and a comprehensive spring inventory indicate that groundwater occurs in all geologic units exposed in the study area. The coal-bearing Blackhawk Formation and underlying Star Point Sandstone are saturated in most areas. Some future mining operations would require dewatering of the Star Point-Blackhawk aquifer. Most of the springs issue from the Flagstaff Limestone and North Horn Formation above the Star Point-Blackhawk aquifer. It is not known whether water in the Flagstaff and North Horn is perched. Dissolved-solids concentrations in groundwater ranged from 105 to 1,080 milligrams per liter in 87 analyzed samples. Water levels in wells, the discharge of springs, benthic invertebrates in streams, and quantity and quality of mine effluents all need to be monitored in order to detect changes in the hydrologic system caused by coal mining. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824009","usgsCitation":"Danielson, T.W., and Sylla, D., 1982, Hydrology of coal-resource areas in the southern Wasatch Plateau, central Utah: U.S. Geological Survey Water-Resources Investigations Report 82-4009, vi, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824009.","productDescription":"vi, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123766,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4009/report-thumb.jpg"},{"id":55610,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4009/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55611,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4009/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55612,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4009/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55613,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601f43","contributors":{"authors":[{"text":"Danielson, T. W.","contributorId":48590,"corporation":false,"usgs":true,"family":"Danielson","given":"T.","middleInitial":"W.","affiliations":[],"preferred":false,"id":196908,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sylla, D.A.","contributorId":26333,"corporation":false,"usgs":true,"family":"Sylla","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":196907,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28639,"text":"wri8137 - 1982 - Hydrology of the Prairie Dog Creek drainage basin, Rosebud and Big Horn Counties, Montana","interactions":[],"lastModifiedDate":"2020-11-04T18:01:01.580789","indexId":"wri8137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-37","title":"Hydrology of the Prairie Dog Creek drainage basin, Rosebud and Big Horn Counties, Montana","docAbstract":"<p><span>The Prairie Dog Creek drainage basin in southeastern Montana was in</span><span>vestigated during 1978-79 to assess the surface-water and ground-water </span><span>resources and the quality of water in an area having coal-mining potential. </span><span>The area, a 24.2</span><span>-</span><span>square</span><span>-</span><span>mile basin, is located 30 miles southwest of Ash-</span><span>land, Montana. The principal mineable coal is the 40-to 60-foot-thick Wall </span><span>and lower Wall coal beds near the middle part of the Tongue River Member of </span><span>the Fort Union Formation (Paleocene age). Other possibly mineable intervals </span><span>are the Canyon coal bed lying 200 to 250 feet above the Wall, and the Brews</span><span>ter-Arnold coal bed lying about 220 feet below the base of the Wall coal beds. </span></p><p><span>The hydrologic regime in the basin is composed of Prairie Dog Creek and sandstone, coal, clinker, and alluvium aquifers. Prairie Dog Creek, which originates from springs and seeps issuing from coal and sandstone layers, maintained perennial flow in its upstream and middle reaches during 1978 and 1979. In its downstream reach, the flow decreased consistently until the channel near the mouth had only standing water or was dry. The dissolved-solids concentration of streamflow during periods of high flow (1 cubic foot per second or more) in the spring months ranged from 700 to about 1,000 milligrams per liter and during periods of lesser flow (0.5 cubic foot per second or less) in the summer ranged from about 1,300 to 1,600 milligrams per liter.</span></p><p><span>Forty-two cased observation wells were used to obtain data on aquifer </span><span>characteristics and quality of water. Relatively clean (free of silt or </span><span>mud) sandstone beds have transmissivities of about 15 feet squared per day; </span><span>the water was a magnesium sulfate or sodium sulfate type and dissolved-</span><span>solids concentrations ranged from about 2,170 to 3,260 milligrams per liter. </span><span>The Wall coal aquifer has transmissivities ranging from 2.5 to 65 feet </span><span>squared per day; the water was a sodium sulfate type and dissolved-solids </span><span>concentrations ranged from 1,820 to 4,190 milligrams per liter. </span><span>The </span><span>Brewster-Arnold coal aquifer has transmissivities similar to those of the </span><span>Wall coal but the water was a sodium bicarbonate type; the water contained </span><span>an excessive concentration of fluoride (more than 10 milligrams per liter) </span><span>and had a very high sodium</span><span>-</span><span>adsorption ratio (more than 60). </span></p><p><span>The alluvial aquifer in the Prairie Dog Creek valley has transmissivities ranging from about 1,000 to 5,000 feet squared per day in the middle reaches and as much as 9,200 feet squared per day near the mouth of the creek. The water quality changed from a magnesium sulfate type in the middle reaches to a sodium sulfate type near the mouth. The dissolved-solids concentration decreased from about 1,700 milligrams per liter in the middle reaches to about 1,100 milligrams per liter near the mouth as inflow of water from clinker and alluvial deposits beneath terraces diluted the alluvial water. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8137","collaboration":"Report prepared on behalf of the U.S. Bureau of Land Management","usgsCitation":"McClymonds, N.E., 1982, Hydrology of the Prairie Dog Creek drainage basin, Rosebud and Big Horn Counties, Montana: U.S. Geological Survey Water-Resources Investigations Report 81-37, vii, 64 p., https://doi.org/10.3133/wri8137.","productDescription":"vii, 64 p.","costCenters":[],"links":[{"id":158797,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0037/report-thumb.jpg"},{"id":380150,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","county":"Big Horn County, Rosebud County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -107.86376953125,\n              44.99588261816546\n            ],\n            [\n              -106.512451171875,\n              44.99588261816546\n            ],\n            [\n              -106.512451171875,\n              45.99314540468519\n            ],\n            [\n              -107.86376953125,\n              45.99314540468519\n            ],\n            [\n              -107.86376953125,\n              44.99588261816546\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca4c","contributors":{"authors":[{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200158,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28487,"text":"wri8149 - 1982 - Evaluation of rainfall-runoff data network, Rockland County, New York","interactions":[],"lastModifiedDate":"2013-02-15T07:40:45","indexId":"wri8149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-49","title":"Evaluation of rainfall-runoff data network, Rockland County, New York","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8149","usgsCitation":"Lumia, R., 1982, Evaluation of rainfall-runoff data network, Rockland County, New York: U.S. Geological Survey Water-Resources Investigations Report 81-49, iv, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8149.","productDescription":"iv, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":267459,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0049/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fabbf","contributors":{"authors":[{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":199895,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29895,"text":"wri8211 - 1982 - Nitrate-nitrogen concentrations in ground water from three selected areas in Kansas","interactions":[],"lastModifiedDate":"2017-10-03T10:11:08","indexId":"wri8211","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-11","title":"Nitrate-nitrogen concentrations in ground water from three selected areas in Kansas","docAbstract":"<p>Nitrate-nitrogen data collected during 1976-79 from 333 wells in western, central, and eastern Kansas were summarized and statistically analyzed on the basis of area, aquifer, and well depth. Concentrations exceeding 10 milligrams per liter occurred generally in wells less than 100 feet in depth, indicating that nitrate-nitrogen concentrations in ground water greater than 10 milligrams per liter commonly are derived from nitrogen sources at or near the land surface, although soluble nitrogen may be derived from fine-grained sediments in some aquifers.</p><p>Water from shales in central and eastern Kansas and from limestone in eastern Kansas exhibited the highest median concentrations and highest incidence of concentrations above 10 milligrams per liter. Water from 10 percent of the wells in unconsolidated Quaternary deposits in western Kansas and almost 30 percent of the wells in eastern Kansas had nitrate-nitrogen concentrations that exceeded 10 milligrams per liter. Shallow wells in shales, limestones, and unconsolidated Quaternary deposits are highly susceptible to nitrate contamination. Water from unconsolidated Tertiary deposits produced a low incidence of nitrate-nitrogen concentrations greater than 10 milligrams per liter, indicating minimal nitrate contamination from sources at or near the land surface. Sandstones in all areas exhibited the lowest median and lowest incidence of nitratenitrogen concentrations above 10 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8211","usgsCitation":"Spruill, T.B., 1982, Nitrate-nitrogen concentrations in ground water from three selected areas in Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-11, 32 p., https://doi.org/10.3133/wri8211.","productDescription":"32 p.","numberOfPages":"35","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":159472,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0011/report-thumb.jpg"},{"id":346292,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":30444,"text":"wri824118 - 1982 - Geologic and well-construction data for the H-8 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri824118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4118","title":"Geologic and well-construction data for the H-8 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"The H-8 complex, a group of three closely-spaced boreholes, is located 9 miles south of the proposed Waste Isolation Pilot Plant site in southeastern Eddy County, New Mexico. The holes were drilled during July, August, and September of 1979 to obtain geologic and hydrologic data to better define the regional ground-water-flow system. The geologic data presented in this report are part of a site-characterization study for the possible disposal of defense-associated radioactive wastes within salt beds of the Salado Formation of Permian age. The geologic data include detailed descriptions of cores, cuttings, and geophysical logs. Each borehole was designed to penetrate a distinct water-bearing zone: H-8a (total depth 505 feet) was completed just below the Magenta Dolomite Member of the Rustler Formation of Permian Age; H-8b (total depth 624 feet) was completed just belows the Culebra Dolomite Member of the Rustler Formation; and H-8c (total depth 808 feet) was completed just below the Rustler Formation-Salado Formation contact. The geologic units penetrated in borehole H-8c are surficial alluvium and eolian sand of Holocene age (0-4 feet); the Mescalero caliche (4-10 feet) and Gatuna Formation (10-153 feet) , both of Pleistocene age; and the Dewey Lake Red Beds (153-399 feet), the Rustler Formation (399-733 feet), and part of the Salado Formation penetrated by borehole H-8c is composed of residue from dissolution of halite and associated rocks, and the hydration of anhydrite to gypsum, indicating that the eastward-moving dissolution front on top of the Salado, found just to the west of the WIPP site, has reached the H-8 site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824118","usgsCitation":"Wells, J., and Drellack, S., 1982, Geologic and well-construction data for the H-8 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-4118, iv, 46 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824118.","productDescription":"iv, 46 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123487,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4118/report-thumb.jpg"},{"id":59227,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4118/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59226,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7fa9","contributors":{"authors":[{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":203265,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Drellack, S.L.","contributorId":19973,"corporation":false,"usgs":true,"family":"Drellack","given":"S.L.","affiliations":[],"preferred":false,"id":203264,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27457,"text":"wri8244 - 1982 - Preliminary evaluation of the ground-water-flow system in the Twin Cities Metropolitan area, Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T11:43:11","indexId":"wri8244","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-44","title":"Preliminary evaluation of the ground-water-flow system in the Twin Cities Metropolitan area, Minnesota","docAbstract":"<p>A preliminary quasi-three-dimensional finite-difference ground-water-flow model of the seven-county Twin Cities Metropolitan area was constructed and used to evaluate parameter sensitivity and adequacy of available data. Fourteen geologic units that underlie the study area were grouped into nine hydr,bgeologic units and were incorporated into a five-layer model. The layers in the simulation model include the Mount SimonHinckley, Ironton-Galesville, Prairie du Chien-Jordan, and St. Peter aquifers, and the drift.</p>\n<p>Sensitivity analyses were made for 19 parameter and boundary-condition specifications. Model results are -most sensitive to recharge and withdrawal rates and to hydrogeologic variations related to drift-filled bedrock valleys. Analyses of available data and results of steady-state simulations indicate that critical data needs for improving the simulation model include spatial and temporal variations in ground-water withdrawals and potentiometric levels, and hydraulic properties of drift filling or partly filling bedrock valleys.</p>\n<p>Areal distribution of calcium, sodium, sulfate, and chloride concentrations were analyzed to provide information on the hydrologic and geochemical relationships between aquifers. Ground water is generally of the calcium magnesium bicarbonate type. Concentration of dissolved solids in water from the Jordan Sandstone and Mount Simon-Hinckley aquifer generally decreases from southwest to northeast across the study area. This decrease probably reflects differences in the quality of recharge water and geochemical processes within the aquifers, such as ion exchange.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8244","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities, Minnesota Department of Natural Resources, Minnesota Geological Survey","usgsCitation":"Guswa, J.H., Siegel, D., and Gillies, D.C., 1982, Preliminary evaluation of the ground-water-flow system in the Twin Cities Metropolitan area, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 82-44, v, 65 p., https://doi.org/10.3133/wri8244.","productDescription":"v, 65 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":157946,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0044/report-thumb.jpg"},{"id":95634,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0044/report.pdf","size":"7263","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Twin Cites Metropolitan 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John H.","contributorId":97881,"corporation":false,"usgs":true,"family":"Guswa","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198151,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Siegel, Donald I.","contributorId":97499,"corporation":false,"usgs":true,"family":"Siegel","given":"Donald I.","affiliations":[],"preferred":false,"id":198150,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gillies, Daniel C.","contributorId":39824,"corporation":false,"usgs":true,"family":"Gillies","given":"Daniel","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198149,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30171,"text":"wri824025 - 1982 - Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri824025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4025","title":"Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow","docAbstract":"This report describes modifications incorporated into the finite-difference model for simulation of groundwater flow in three dimensions. These modifications extend the application of this model to simulations involving head-dependent sources and sinks (i.e., rivers, evapotranspiration, and springs or drains). Other modifications are made that enhance the iterative-solution process of the Strongly Implicit Procedure (SIP). An acceleration (or dampening) factor is introduced to the matrix equation that is to be solved, and optional methods of computing iteration parameters are incorporated into the original model. This report also describes corrections to the model that eliminate errors in the equation formulation and in mass-balance computations of certain types of simulations. Additional data-input instructions, definitions of new variables, and a list of program-statement changes are given in an appendix. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824025","usgsCitation":"Torak, L., 1982, Modifications and corrections to the finite-difference model for simulation of three-dimensional ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 82-4025, 67 p. in various pagings :ill. ;28 cm., https://doi.org/10.3133/wri824025.","productDescription":"67 p. in various pagings :ill. ;28 cm.","costCenters":[],"links":[{"id":119630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4025/report-thumb.jpg"},{"id":58972,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db6285cf","contributors":{"authors":[{"text":"Torak, L.J.","contributorId":87533,"corporation":false,"usgs":true,"family":"Torak","given":"L.J.","affiliations":[],"preferred":false,"id":202802,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27634,"text":"wri8240 - 1982 - Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[],"lastModifiedDate":"2018-08-08T14:01:49","indexId":"wri8240","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-40","title":"Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","docAbstract":"<p>Historical information on ground-water pumpage for irrigation is required for use with a computer model of the High Plains aquifer. Available historical data on ground-water pumpage in the High Plains were inadequate for use with the computer model. Consequently, a method was developed to estimate historical pumpage data.</p><p>Two principal components were used to develop estimates of ground-water pumpage: (1) Acreage irrigated; and (2) irrigation demand. The Blaney-Criddle formula was used to calculate consumptive-use requirements for irrigated crops grown on the High Plains. The irrigation demand for each crop was estimated by subtracting precipitation available to the crop from the consumptive-use requirement of the crop. Irrigation demands were combined with irrigated acreages to estimate the volume of irrigation water required for areas in the High Plains. Estimates of irrigation water requirements were compiled for 1949, 1954, 1959, 1964, 1969, 1974, and 1978. Irrigation pumpage for use with the computer model can be estimated from the irrigation water requirements by applying a factor to account for irrigation system efficiency.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8240","usgsCitation":"Heimes, F.J., and Luckey, R.R., 1982, Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-40, iii, 64 p., https://doi.org/10.3133/wri8240.","productDescription":"iii, 64 p.","numberOfPages":"71","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true},{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":356336,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158792,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0040/report-thumb.jpg"}],"country":"United States","state":"Colorado, Kansas, Nebraska, New Mexico, Oklahoma,  South Dakota, Texas, Wyoming","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106,\n              32\n            ],\n            [\n              -96,\n              32\n            ],\n            [\n              -96,\n              43.5\n            ],\n            [\n              -106,\n              43.5\n            ],\n            [\n              -106,\n              32\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629ed0","contributors":{"authors":[{"text":"Heimes, Frederick J.","contributorId":20787,"corporation":false,"usgs":true,"family":"Heimes","given":"Frederick","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198451,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luckey, Richard R.","contributorId":17980,"corporation":false,"usgs":true,"family":"Luckey","given":"Richard","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198450,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27657,"text":"wri824019 - 1982 - Model modifications for simulation of flow through stratified rocks in eastern Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4019","title":"Model modifications for simulation of flow through stratified rocks in eastern Ohio","docAbstract":"A quasi three-dimensional groundwater flow model is being used as part of a study to determine impacts of coal-strip mining on local hydrologic systems. Modifications to the model were necessary to simulate local hydrologic conditions properly. Perched water tables required that the method of calculating vertical flow rate be changed. A head-dependent spring-discharge function and a head-dependent stream aquifer-interchange function were added to the program. Modifications were also made to allow recharge from precipitation to any layer. The modified program, data deck instructions, and sample input and output are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824019","usgsCitation":"Helgesen, J.O., Razem, A., and Larson, S.P., 1982, Model modifications for simulation of flow through stratified rocks in eastern Ohio: U.S. Geological Survey Water-Resources Investigations Report 82-4019, iv, 113 p. :ill. ;28 cm., https://doi.org/10.3133/wri824019.","productDescription":"iv, 113 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4019/report-thumb.jpg"},{"id":56512,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a2f","contributors":{"authors":[{"text":"Helgesen, J. O.","contributorId":62600,"corporation":false,"usgs":true,"family":"Helgesen","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":198482,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":198481,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, S. P.","contributorId":34903,"corporation":false,"usgs":true,"family":"Larson","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198480,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28454,"text":"wri8171 - 1982 - Streamflows and channels of the Green River basin, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri8171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-71","title":"Streamflows and channels of the Green River basin, Wyoming","docAbstract":"Width, depth, cross-sectional area, and velocity of streamflow were depicted for 51 gaged sites in or near the Green River basin of Wyoming by summarizing data obtained from current-meter discharge measurements. Using these at-a-station relations as a base, regional relations were then developed that characterize hydraulic features of streams throughout the study area. Channel size is an indication of flow magnitude. High flows affect channel formation, and the annual peak-flow array is a representation of these flows. The geometric mean of this array is a viable statistical index of channel-forming flows because it represents the relative magnitude of high flows at a site. Bankfull discharge is a physical index of flows dominating channel formation. The magnitude of the geometric mean approximately equates to bankfull discharge, on the average. Relations depicting hydraulic characteristics of a discharge equal to the geometric mean of annual peak flows may, therefore, be considered to be generally representative of channel conditions existing during bankfull discharge. The relations have application for predicting channel response to developments that would alter streamflow. (USGS)","language":"ENGLISH","doi":"10.3133/wri8171","usgsCitation":"Lowham, H., 1982, Streamflows and channels of the Green River basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 81-71, vii, 73 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8171.","productDescription":"vii, 73 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159573,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0071/report-thumb.jpg"},{"id":57255,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0071/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4c99","contributors":{"authors":[{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":199827,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29922,"text":"wri8155 - 1982 - Flow model of the Hudson River estuary from Albany to New Hamburg, New York","interactions":[],"lastModifiedDate":"2020-11-04T18:15:57.450538","indexId":"wri8155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-55","title":"Flow model of the Hudson River estuary from Albany to New Hamburg, New York","docAbstract":"<p><span>A one-dimensional transient-flow-simulation model was developed </span><span>to represent a 76-mile reach of the tidal Hudson River between Albany </span><span>and New Hamburg. In this reach, the direction of flow reverses four </span><span>times daily as a result of tidal influence; this produces complex </span><span>current patterns and retards the rate at which the river can flush </span><span>out pollutants. In the model, the reach studied is treated as two </span><span>subreaches to incorporate differences in channel conditions and to </span><span>simplify model calibration. </span></p><p><span>This report includes all stage (water-level) and discharge data that were used to calibrate and verify the model and compares the model results with measured data. The model accurately simulated observed flows, but further calibration based upon additional flow measurements would improve simulation of the flow magnitude and phasing of the tide reversal under low-flow conditions. The model can be used to calculate instantaneous stage, velocity, and discharge for any location in the reach and can also be used to calculate net volume flux between tide reversals. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8155","collaboration":"Prepared in cooperation with New York State Department of Environmental Conservation, New York City Department of Environmental Protection","usgsCitation":"Stedfast, D.A., 1982, Flow model of the Hudson River estuary from Albany to New Hamburg, New York: U.S. Geological Survey Water-Resources Investigations Report 81-55, vi, 69 p., https://doi.org/10.3133/wri8155.","productDescription":"vi, 69 p.","costCenters":[],"links":[{"id":160275,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0055/report-thumb.jpg"},{"id":380162,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Hudson River estuary","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.15771484375,\n              40.53050177574321\n            ],\n            [\n              -73.465576171875,\n              40.53050177574321\n            ],\n            [\n              -73.465576171875,\n              42.73894375124377\n            ],\n            [\n              -74.15771484375,\n              42.73894375124377\n            ],\n            [\n              -74.15771484375,\n              40.53050177574321\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df30c","contributors":{"authors":[{"text":"Stedfast, David A.","contributorId":53429,"corporation":false,"usgs":true,"family":"Stedfast","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202363,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66860,"text":"i1235C - 1982 - Map showing general availability of ground water in the Alton-Kolob coal-fields area, Utah","interactions":[],"lastModifiedDate":"2025-08-01T20:58:20.12574","indexId":"i1235C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1235","chapter":"C","title":"Map showing general availability of ground water in the Alton-Kolob coal-fields area, Utah","docAbstract":"<p>This is one of a series of maps that describes the geology and related natural resources of the Alton-Kolob coal-fields area, Utah. Shown on this map is the general availability of ground water as indicated by potential yields of individual wells and expected depth to water in wells. Most data used to compile this map were collected by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources Division of Water Rights. Other sources of data included the U.S. Geological Survey 7½- and 15-minute topographic quadrangle maps, unpublished reports of field evaluations of potential shock-watering sites by U.S. Geological Survey personnel, and the geologic map of Utah (Stokes, 1964).</p><p>This map is very generalized and is intended chiefly for planning purposes. It should be used with discretion. For more detailed information about the availability of ground water in various parts of the map area the reader is referred to the following reports: Thomas and Taylor (1946); Marine (1963); Sandberg (1963, 1966); Carpenter, Robinson, and Bjorklund (1964, 1967); Feltis (1966); Goode (1964, 1966); Cordova, Sandberg, and McConkie (1972); Cordova (1978, 1981); and Bjorklund, Sumison, and Sandberg (1977, 1978). For a general description of the chemical quality of ground water in the Alton-Kolob coal-fields area the reader is referred to Price (1981).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1235C","usgsCitation":"Price, D., 1982, Map showing general availability of ground water in the Alton-Kolob coal-fields area, Utah: U.S. Geological Survey IMAP 1235, 1 Plate: 48.15 x 39 84 inches; Cover: 9.20 x 11.85 inches, https://doi.org/10.3133/i1235C.","productDescription":"1 Plate: 48.15 x 39 84 inches; Cover: 9.20 x 11.85 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":493390,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9053.htm","linkFileType":{"id":5,"text":"html"}},{"id":256121,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1235c/report-thumb.jpg"},{"id":256120,"rank":2,"type":{"id":8,"text":"Cover"},"url":"https://pubs.usgs.gov/imap/1235c/report.pdf","text":"Folio Cover","size":"24 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":256119,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1235c/plate-1.pdf","text":"Map I-1235-C","size":"22.73 MB","linkFileType":{"id":1,"text":"pdf"}}],"scale":"125000","country":"United States","state":"Utah","otherGeospatial":"Alton-Kolob coal-fields area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.41666666666667,37 ], [ -113.41666666666667,38 ], [ -112,38 ], [ -112,37 ], [ -113.41666666666667,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae952","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":275194,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66865,"text":"i1235D - 1982 - Map showing selected surface-water data for the Alton-Kolob coal-fields area, Utah","interactions":[],"lastModifiedDate":"2025-08-01T21:00:22.07267","indexId":"i1235D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1235","chapter":"D","title":"Map showing selected surface-water data for the Alton-Kolob coal-fields area, Utah","docAbstract":"<p>This is one of a series of maps that describe the geology and related natural resources of the Alton-Kolob coal-fields area, Utah. Streamflow records used to compile the map and the following table were collected by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Water Rights, and the Utah Department of Transportation. The principal runoff-producing areas were delineated form a work map (scale 1:250,000) compiled to estimate water yields in Utah (Bagley and others, 1964).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1235D","usgsCitation":"Price, D., 1982, Map showing selected surface-water data for the Alton-Kolob coal-fields area, Utah: U.S. Geological Survey IMAP 1235, 1 Plate: 51.92 x 40.74 inches; Cover: 9.29 x 11.86 inches, https://doi.org/10.3133/i1235D.","productDescription":"1 Plate: 51.92 x 40.74 inches; Cover: 9.29 x 11.86 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":256134,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1235d/plate-1.pdf","text":"Map I-1235-C","size":"22.40 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":256136,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1235d/report-thumb.jpg"},{"id":256135,"rank":2,"type":{"id":8,"text":"Cover"},"url":"https://pubs.usgs.gov/imap/1235d/report.pdf","text":"Folio Cover","size":"22 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":493391,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9054.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"125000","country":"United States","state":"Utah","otherGeospatial":"Alton-Kolob coal-fields area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.25,37 ], [ -113.25,38 ], [ -112,38 ], [ -112,37 ], [ -113.25,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2ab8","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":275199,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68190,"text":"ha656 - 1982 - Flood of May 24-25, 1981, in the Austin, Texas, metropolitan area","interactions":[],"lastModifiedDate":"2016-08-05T12:04:49","indexId":"ha656","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"656","title":"Flood of May 24-25, 1981, in the Austin, Texas, metropolitan area","docAbstract":"<p>Hydrologic data pertaining to the magnitude and areal extent of flooding that occurred on May 24-25, 1981, along Shoal, Walnut, and Little Walnut Creeks in the Austin, Texas, metropolitan area are presented in this atlas. &nbsp;The flood boundary maps and other flood data provide a technical data base for land-use planning.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha656","usgsCitation":"Massey, B., Reeves, W., and Lear, W., 1982, Flood of May 24-25, 1981, in the Austin, Texas, metropolitan area: U.S. Geological Survey Hydrologic Atlas 656, 2 Plates: 34.50 x 32.25 inches and 34.50 x 32.25 inches, https://doi.org/10.3133/ha656.","productDescription":"2 Plates: 34.50 x 32.25 inches and 34.50 x 32.25 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":185565,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ha656.PNG"},{"id":89517,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/656/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89518,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/656/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"20000","country":"United States","state":"Texas","city":"Austin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eed33","contributors":{"authors":[{"text":"Massey, B.C.","contributorId":102483,"corporation":false,"usgs":true,"family":"Massey","given":"B.C.","email":"","affiliations":[],"preferred":false,"id":277810,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reeves, W.E.","contributorId":79518,"corporation":false,"usgs":true,"family":"Reeves","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":277809,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lear, W.A.","contributorId":46617,"corporation":false,"usgs":true,"family":"Lear","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":277808,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":72598,"text":"wri821 - 1982 - Techniques for estimating magnitude and frequency of floods in South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T08:35:23","indexId":"wri821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-1","title":"Techniques for estimating magnitude and frequency of floods in South Carolina","docAbstract":"<p>Methods are provided for estimating flood magnitudes at recurrence intervals of 2, 5, 10, 25, 50, and 100 years, for unregulated rural streams in South Carolina with drainage areas greater than 1.0 square mile. Multiple regression analyses were used to define the relation between flood discharge and basin and climatic variables. The analyses indicated that flood discharge is related to the drainage area and physiographic location of the basin. Accordingly, equations were developed for the Lower Coastal Plain, Inner Coastal Plain, Piedmont, and Blue Ridge provinces. The standard errors of estimate range from 31 to 56 percent. Station data used in the analyses are listed in the report. </p><p>Individual relations of flood discharge and frequency to drainage area are given for some of the regulated major streams, including the Pee Dee, Catawba, Wateree, Broad, Saluda, Congaree, Santee, and Savannah Rivers. Storm tide-recurrence interval relations along the South Carolina coast indicate that the 500-year tide height can exceed 19 feet, National Geodetic Vertical Datum of 1929, at some locations. </p><p>A compilation of flood records for gaging stations is included as supplemental data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Columbia, SC","doi":"10.3133/wri821","usgsCitation":"Whetstone, B.H., 1982, Techniques for estimating magnitude and frequency of floods in South Carolina: U.S. Geological Survey Water-Resources Investigations Report 82-1, vi, 78 p., https://doi.org/10.3133/wri821.","productDescription":"vi, 78 p.","numberOfPages":"87","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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,{"id":68251,"text":"ha658 - 1982 - Dissolved solids and sodium in water from the High Plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:13:21","indexId":"ha658","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"658","title":"Dissolved solids and sodium in water from the High Plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","docAbstract":"In 1978, the U.S. Geological Survey initiated a 5-year study of the High Plains regional aquifer to provide: (1) Hydrologic information needed to evaluate the effects of continued ground-water development; and (2) computer models to predict aquifer response to changes in ground-water development. The plan of study for the High Plains Regional Aquifer-System Analysis was described by Weeks (1978). A description of the High Plains aquifer and a map of the 1978 water table were presented by Gutentag and Weeks (1980). Maps of the bedrock geology, altitude of aquifer base, and saturated thickness of the High Plains aquifer were published by Weeks and Gutentag (1981). Water-level and saturated-thickness changes, from predevelopment to 1980, were mapped by Luckey, Gutentag, and Weeks (1981). This report describes the areal distribution of dissolved solids and sodium in the water of the High Plains aquifer. Data used in this study were provided by the U.S. Geological Survey and State agencies in each of the eight States in the High Plains. Their contribution is an integral part of this investigation.","language":"ENGLISH","doi":"10.3133/ha658","usgsCitation":"Krothe, N.C., Oliver, J.W., and Weeks, J., 1982, Dissolved solids and sodium in water from the High Plains aquifer in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Hydrologic Atlas 658, 2 maps :col. ;54 x 38 cm., on sheets 74 x 104 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha658.","productDescription":"2 maps :col. ;54 x 38 cm., on sheets 74 x 104 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189677,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89636,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/658/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89637,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/658/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a250","contributors":{"authors":[{"text":"Krothe, Noel C.","contributorId":41466,"corporation":false,"usgs":true,"family":"Krothe","given":"Noel","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":277911,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oliver, Joseph W.","contributorId":77970,"corporation":false,"usgs":true,"family":"Oliver","given":"Joseph","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277912,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Weeks, John B.","contributorId":36123,"corporation":false,"usgs":true,"family":"Weeks","given":"John B.","affiliations":[],"preferred":false,"id":277910,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68837,"text":"oc116 - 1982 - Summary chart of geological data from Amoco Tierney Unit 1 well, SW 1/4, SE 1/4, Sec. 15, T 20 N., R. 94 W., Sweetwater County, Wyoming","interactions":[],"lastModifiedDate":"2019-12-26T07:52:09","indexId":"oc116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":328,"text":"Oil and Gas Investigation Chart","code":"OC","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"116","title":"Summary chart of geological data from Amoco Tierney Unit 1 well, SW 1/4, SE 1/4, Sec. 15, T 20 N., R. 94 W., Sweetwater County, Wyoming","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/oc116","isbn":"0607824182","usgsCitation":"Markovchick, D., Lanham, R., Bucurel, H., and Law, B.E., 1982, Summary chart of geological data from Amoco Tierney Unit 1 well, SW 1/4, SE 1/4, Sec. 15, T 20 N., R. 94 W., Sweetwater County, Wyoming: U.S. Geological Survey Oil and Gas Investigation Chart 116, HTML, https://doi.org/10.3133/oc116.","productDescription":"HTML","costCenters":[],"links":[{"id":191056,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":104774,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5142.htm","linkFileType":{"id":5,"text":"html"},"description":"5142"}],"scale":"764000","country":"United States","state":"Wyoming","county":"Sweetwater 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E.","contributorId":17586,"corporation":false,"usgs":true,"family":"Law","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":279033,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":67558,"text":"i1300 - 1982 - Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database","interactions":[{"subject":{"id":23983,"text":"ofr8024 - 1980 - Hydrocarbon evaluation and structure contour map of part of the Choteau 1° x 2° quadrangle, Lewis and Clark, Teton, Powell, Missoula, Lake, Flathead and Cascade Counties, Montana","indexId":"ofr8024","publicationYear":"1980","noYear":false,"title":"Hydrocarbon evaluation and structure contour map of part of the Choteau 1° x 2° quadrangle, Lewis and Clark, Teton, Powell, Missoula, Lake, Flathead and Cascade Counties, Montana"},"predicate":"SUPERSEDED_BY","object":{"id":67558,"text":"i1300 - 1982 - Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database","indexId":"i1300","publicationYear":"1982","noYear":false,"title":"Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database"},"id":1},{"subject":{"id":46736,"text":"ofr78524 - 1978 - Geologic map of part of the Choteau 1 degree by 2 degrees Quadrangle, Lewis and Clark, Teton, Powell, Missoula, Lake, Flathead, and Cascade counties, Montana","indexId":"ofr78524","publicationYear":"1978","noYear":false,"title":"Geologic map of part of the Choteau 1 degree by 2 degrees Quadrangle, Lewis and Clark, Teton, Powell, Missoula, Lake, Flathead, and Cascade counties, Montana"},"predicate":"SUPERSEDED_BY","object":{"id":67558,"text":"i1300 - 1982 - Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database","indexId":"i1300","publicationYear":"1982","noYear":false,"title":"Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database"},"id":2},{"subject":{"id":47106,"text":"ofr79280 - 1979 - Geologic map of the Choteau 1 degree by 2 degrees Quadrangle, Lewis and Clark, Teton, Powell, Missoula, Lake, Hathead, and Cascade counties, Montana","indexId":"ofr79280","publicationYear":"1979","noYear":false,"title":"Geologic map of the Choteau 1 degree by 2 degrees Quadrangle, Lewis and Clark, Teton, Powell, Missoula, Lake, Hathead, and Cascade counties, Montana"},"predicate":"SUPERSEDED_BY","object":{"id":67558,"text":"i1300 - 1982 - Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database","indexId":"i1300","publicationYear":"1982","noYear":false,"title":"Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database"},"id":3}],"lastModifiedDate":"2021-10-22T20:57:18.411894","indexId":"i1300","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1300","title":"Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database","docAbstract":"The geologic and structure map of Choteau 1 x 2 degree quadrangle (Mudge and others, 1982) was originally converted to a digital format by Jeff Silkwood (U.S.  Forest Service and completed by the U.S. Geological Survey staff and contractor at the Spokane Field Office (WA) in 2000 for input into a geographic information system (GIS).  The resulting digital geologic map (GIS) database can be queried in many ways to produce a variey of geologic maps.  Digital base map data files (topography, roads, towns, rivers and lakes, etc.) are not included: they may be obtained from a variety of commercial and government sources.  This database is not meant to be used or displayed at any scale larger than 1:250,000 (e.g.  1:100,000 or 1:24,000.  The digital geologic map graphics and plot files (chot250k.gra/.hp/.eps and chot-map.pdf) that are provided in the digital package are representations of the digital database.  They are not designed to be cartographic products.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1300","usgsCitation":"Mudge, M., Earhart, R.L., Whipple, J., and Harrison, J.E., 1982, Geologic and structure map of the Choteau 1° x 2° quadrangle, western Montana: A digital database (Digital Database version 1.0): U.S. Geological Survey IMAP 1300, HTML Document, https://doi.org/10.3133/i1300.","productDescription":"HTML Document","costCenters":[],"links":[{"id":438958,"rank":701,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P93PTFDV","text":"USGS data release","linkHelpText":"GIS Data for Geologic and Structure Map of the Choteau 1 x 2 Degree Quadrangle, Western Montana"},{"id":106683,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9123.htm","linkFileType":{"id":5,"text":"html"},"description":"9123"},{"id":190206,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6139,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/imap/i1300/","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"Montana","otherGeospatial":"Choteau 1° x 2° quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114,47 ], [ -114,48 ], [ -112,48 ], [ -112,47 ], [ -114,47 ] ] ] } } ] }","edition":"Digital Database version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6471","contributors":{"authors":[{"text":"Mudge, Melville R.","contributorId":72370,"corporation":false,"usgs":true,"family":"Mudge","given":"Melville R.","affiliations":[],"preferred":false,"id":276685,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Earhart, Robert L.","contributorId":74729,"corporation":false,"usgs":true,"family":"Earhart","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":276686,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Whipple, James W.","contributorId":90736,"corporation":false,"usgs":true,"family":"Whipple","given":"James W.","affiliations":[],"preferred":false,"id":276687,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Harrison, Jack E.","contributorId":52639,"corporation":false,"usgs":true,"family":"Harrison","given":"Jack","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":276684,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
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