{"pageNumber":"222","pageRowStart":"5525","pageSize":"25","recordCount":6233,"records":[{"id":28255,"text":"wri8135 - 1981 - Ground-water resources of the White River basin, Madison County, Indiana","interactions":[],"lastModifiedDate":"2020-11-04T18:03:15.372006","indexId":"wri8135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-35","title":"Ground-water resources of the White River basin, Madison County, Indiana","docAbstract":"<p><span>The ground-water resources of the White River basin in and near Madison </span><span>County, Indiana, were investigated by mapping the aquifers, estimating their </span><span>hydraulic properties, determining the distribution of potentiometric head in </span><span>the aquifers, and estimating some of the components of the ground-water </span><span>budget from data collected in the field. This information was used to con</span><span>struct and calibrate a five-layer, digital ground-water flow model. The mod</span><span>el, constructed and calibrated to ground-water-level and seepage data col</span><span>lected during the study, simulates conditions for the autumn of 1976. The </span><span>model was used to provide estimates of ground-water potential in terms of </span><span>yield, drawdown, and depletion in streamflow. </span></p><p><span>Glacial drift covers nearly the entire study area and ranges in thickness from 0 to approximately 300 feet. Beneath the drift lie Ordovician to Devonian limestone, dolomite, and shale. A bedrock valley trends west-northwest through the center of the study area. Relief of the bedrock surface is approximately 325 feet. </span></p><p><span>Four confined sand and gravel aquifers interbedded in the glacial drift, a bedrock aquifer, and an unconfined outwash aquifer are the three most important aquifer systems in the study area. The nearly horizontal, areally discontinuous, confined sand and gravel aquifers have an average thickness of about 15 feet and an average hydraulic conductivity estimated to be 433 feet per day. The bedrock aquifer underlying the entire study area has a thick-ness estimated to be 150 feet and an average transmissivity estimated in previous studies in the basin to be 1,340 square feet per day. The unconfined outwash aquifer, although thin and narrow, is an important aquifer because of its proximity to sources of induced recharge.</span></p><p><span>Water-level fluctuations in observation wells in the basin indicate that </span><span>the ground-water system is in dynamic equilibrium. Ground-water seepage to </span><span>streams at 90-percent flow duration on October 1, 1976, was estimated to be </span><span>between 15.9 and 74.4 cubic feet per second. Ground-water pumpage for 1976 </span><span>was estimated to be 19.7 million gallons per day (30.5 cubic feet per </span><span>second). The water budget, as simulated in the model, indicates that the </span><span>rate of inflow to the ground-water system in the modeled area is 92.4 cubic </span><span>feet per second. Of this, 78 percent is from effective areal recharge of </span><span>precipitation, and 22 percent is from ground-water flow across the boundaries into the study area. Thirty-three percent of the ground-water outflow is pumpage, 59 percent is seepage to streams, and the remaining 8 percent is ground-water flow across the boundaries out of the study area. </span></p><p><span>Model simulations of eight pumping plans provide a general assessment of the water-yielding potential of the three major aquifer systems and indicate that as much as 2.5 million gallons per day can be obtained from well fields about half a square mile in area. Model results also indicate that, for as much as 2.5-million gallons per day pumping, flow in the large streams will not be significantly affected, whereas flow in the small streams may be significantly affected. In addition, simulations indicate that adding more wells to the well field northwest of Anderson, Ind., would probably be no more advantageous than increasing the pumpage in the existing wells. How-ever, well interference, well hydraulics, and pumping-level constraints were not considered in the investigation of alternative methods of expanding the well field. In developing the ground-water system in the area, use of many small, scattered well fields that produce less than about 3 million gallons per day may be more favorable hydrologically than a few, heavily pumped well fields. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8135","collaboration":"Prepared in cooperation with the Indiana Department of Natural Resources","usgsCitation":"Lapham, W.W., 1981, Ground-water resources of the White River basin, Madison County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 81-35, vii, 112 p., https://doi.org/10.3133/wri8135.","productDescription":"vii, 112 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":380151,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0035/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159567,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0035/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Madison","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.5784,40.3794],[-85.5763,40.0769],[-85.5774,39.9459],[-85.8624,39.9436],[-85.863,40.139],[-85.8617,40.2201],[-85.8621,40.3784],[-85.5784,40.3794]]]},\"properties\":{\"name\":\"Madison\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64931a","contributors":{"authors":[{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199477,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11573,"text":"ofr81104 - 1981 - Decentralized shared computers in the National Earthquake Hazards Reduction Program","interactions":[],"lastModifiedDate":"2022-05-04T17:14:20.293322","indexId":"ofr81104","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-104","title":"Decentralized shared computers in the National Earthquake Hazards Reduction Program","docAbstract":"<p>The needs for computer analysis in the National Earthquake Program are varied, complex, and rapidly growing. Major sources of frustration have been the difficulty of keeping up with the required analysis, and the difficulties of sharing a wide variety of data and computer programs among several hundred researchers at dozens of institutions located throughout the U.S. A major effort is underway to create a similar computer environment running on many PDP 11/70 minicomputers located across the country that encourages widespread sharing of data and \"software tools\" without impeding the free flow of creative ideas in this research program. Large libraries of high-level tools are provided in a well documented manner. The tools can be readily combined into programs using a new interactive language, any compiled language, or, in many cases, the Shell command language of the UNIX** Timesharing System. New tools are easily written by any user. Major system tools provided include advanced general plotting programs and a relational indexed database. Extensions to the operating system include text overlays and an 830,000 baud graphics interface.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81104","usgsCitation":"Ward, P.L., Herriot, J., and Jolitz, W.F., 1981, Decentralized shared computers in the National Earthquake Hazards Reduction Program: U.S. Geological Survey Open-File Report 81-104, 8 p., https://doi.org/10.3133/ofr81104.","productDescription":"8 p.","costCenters":[],"links":[{"id":145854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0104/report-thumb.jpg"},{"id":400178,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db67272e","contributors":{"authors":[{"text":"Ward, Peter L.","contributorId":86324,"corporation":false,"usgs":true,"family":"Ward","given":"Peter","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":163379,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Herriot, James","contributorId":88362,"corporation":false,"usgs":true,"family":"Herriot","given":"James","affiliations":[],"preferred":false,"id":163380,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jolitz, William F.","contributorId":38571,"corporation":false,"usgs":true,"family":"Jolitz","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":163378,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10048,"text":"ofr81216 - 1981 - Hydrologic studies of the U.S. Geological Survey in major coal-resource areas of Utah through 1980","interactions":[],"lastModifiedDate":"2024-11-25T22:52:45.7993","indexId":"ofr81216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-216","title":"Hydrologic studies of the U.S. Geological Survey in major coal-resource areas of Utah through 1980","docAbstract":"<p>Increased interest in coal has created greater interest in water, both for environmental and water-supply reasons. This report summarizes hydrologic studies conducted in and near the major coal fields of Utah (fig. 1) by the U.S. Geological Survey through 1980. It is intended as a reference for those people dealing with coal-related hydrologic problems.</p><p>Published reports and reports in preparation at the time of this compilation are summarized in an annotated bibliography. The 4? reports in the annotated bibliography deal with many components of the hydrologic system. Most of the reports are interpretive in nature, but some contain only hydrologic data. The reports deal with such varied subjects as the magnitude and frequency of floods, availability of ground water, and hydrologic impacts of coal mining.</p><p>Seven hydrologic studies that are active in 1980 in Utah coal-resource areas are described. In addition to these seven, studies, that part of the Geological Survey statewide data-collection network in the vicinity of the major coal fields is described.</p><p>The hydrologic studies are conducted and reports prepared, for the most part, by personnel of the Water Resources Division, Utah District. tost of the studies and data-collection programs are in cooperation with other Federal, State, and local agencies. Utah Power and Light Co. provides stream- flow data collected at one gaging station.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr81216","usgsCitation":"Lines, G.C., 1981, Hydrologic studies of the U.S. Geological Survey in major coal-resource areas of Utah through 1980: U.S. Geological Survey Open-File Report 81-216, Report: iii, 20 p.; 1 Plate: 17.80 in. x 16.68 in., https://doi.org/10.3133/ofr81216.","productDescription":"Report: iii, 20 p.; 1 Plate: 17.80 in. x 16.68 in.","numberOfPages":"22","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":37895,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0216/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145820,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0216/report-thumb.jpg"},{"id":37894,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0216/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":392142,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11967.htm"}],"country":"United States","state":"Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.333,\n              37\n            ],\n            [\n              -109.044,\n              37\n            ],\n            [\n              -109.044,\n              40.75\n            ],\n            [\n              -113.333,\n              40.75\n            ],\n            [\n              -113.333,\n              37\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605291","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":160728,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9628,"text":"ofr811109 - 1981 - Ground-water hydrology of the Mormon Island Crane Meadows wildlife area near Grand Island, Hall County, Nebraska","interactions":[],"lastModifiedDate":"2022-04-12T17:29:54.327941","indexId":"ofr811109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-1109","title":"Ground-water hydrology of the Mormon Island Crane Meadows wildlife area near Grand Island, Hall County, Nebraska","docAbstract":"<p>The Platte River in south-central Nebraska flows generally eastward in a broad, flat valley. The river banks and many areas adjacent to the river support thick stands of cottonwood and willow trees. Brush, grass, pasture land, and cultivated fields occupy most of the remaining area. This is the habitat for many types of wildlife that live in the area or stop over in the area during annual migrations. Both sandhill cranes and whooping cranes are part of the annual migration. There is concern that water-management changes, such as surface-water diversions or ground-water withdrawals for irrigation, may alter the hydrologic environment of the wetland areas and be harmful to the wildlife habitat. In order to determine what affect changes in water management might have on ground-water levels in the wetland areas, detailed data were collected from Crane Meadows Wildlife Area, which is on an island in the Platte River near Grand Island, Nebr. Ground-water levels beneath the island respond to changes in river stage, to recharge from snowmelt and precipitation, and to evapotranspiration by riparian vegetation and from areas where the water table is close to the land surface. The data show that ground-water levels respond rapidly to changes in river stage-usually within 24 hours for distances up to 2,500 feet from the edge of the river. Thus changes in river stage due to changes in surface-water diversions will not have a long-term effect on ground-water levels. Changes in ground-water withdrawals will have the double effect of changing ground-water levels due to changes in drawdown and due to changes in river stage caused by the effects of pumping on river flow. These effects will develop slowly and be long lasting.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr811109","usgsCitation":"Hurr, R.T., 1981, Ground-water hydrology of the Mormon Island Crane Meadows wildlife area near Grand Island, Hall County, Nebraska: U.S. Geological Survey Open-File Report 81-1109, iv, 16 p., https://doi.org/10.3133/ofr811109.","productDescription":"iv, 16 p.","costCenters":[],"links":[{"id":398556,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142936,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1109/report-thumb.jpg"}],"country":"United States","state":"Nebraska","county":"Hall County","otherGeospatial":"Mormon Island Crane Meadows wildlife area near Grand Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.37741851806639,\n              40.82160395916235\n            ],\n            [\n              -98.36797714233398,\n              40.82160395916235\n            ],\n            [\n              -98.36797714233398,\n              40.82712467108559\n            ],\n            [\n              -98.37741851806639,\n              40.82712467108559\n            ],\n            [\n              -98.37741851806639,\n              40.82160395916235\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668a6e","contributors":{"authors":[{"text":"Hurr, R. Theodore","contributorId":27023,"corporation":false,"usgs":true,"family":"Hurr","given":"R.","email":"","middleInitial":"Theodore","affiliations":[],"preferred":false,"id":160016,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3127,"text":"wsp2068 - 1981 - Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","interactions":[{"subject":{"id":7233,"text":"ofr79988 - 1979 - Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","indexId":"ofr79988","publicationYear":"1979","noYear":false,"title":"Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":3127,"text":"wsp2068 - 1981 - Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","indexId":"wsp2068","publicationYear":"1981","noYear":false,"title":"Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah"},"id":1}],"lastModifiedDate":"2023-03-14T20:06:08.759442","indexId":"wsp2068","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"2068","title":"Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah","docAbstract":"<p>Data obtained during a hydrologic reconnaissance in 1975-77 in the Wasatch Plateau-Book Cliffs coal-fields area of Utah were correlated with existing long-term data. Maps were prepared showing average precipitation, average streamflow, stream temperature, ground- and surface-water quality, sediment yield, and geology. Recommendations were made for additional study and suggested approaches for continued monitoring in the coalfields areas.</p><p>moDuring the 1931-75 water years, the minimum discharges for the five major streams that head in the area ranged from about 12,000 to 26,000 acre-feet per year, and the maximum discharges ranged from about 59,000 to 315,000 acre-feet per year. Correlations indicate that 3 years of low-flow records at stream sites in the Wasatch Plateau would allow the development of relationships with long-term sites that can be used to estimate future low-flow records within a standard error of about 20 percent.</p><p>Most water-quality degradation in streams occurs along the flanks of the Wasatch Plateau and Book Cliffs. In the uplands, dissolved-solids concentrations generally ranged from less than 100 to about 250 milligrams per liter, and in the lowlands, the concentrations ranged from about 250 to more than 6,000 milligrams per liter.</p><p>Most springs in the Wasatch Plateau and Book Cliffs discharge from the Star Point Sandstone or younger formations, and the water generally contains less than about 1,000 milligrams per liter of dissolved solids. The discharges of 65 springs ranged from about 0.2 to 200 gallons per minute. The Blackhawk Formation, which is the principal coal-bearing formation, produces water in many of the mines. The dissolved-solids concentration in water discharging from springs and mines in the Blackhawk ranged from about 60 to 800 milligrams per liter.</p><p>In the lowland areas, the Ferron Sandstone Member of the Maneos Shale appears to have the most potential for subsurface development of water of suitable chemical quality for human consumption. Three wells in the Ferron yielded water with dissolved-solids concentrations ranging from about 650 to 1,230 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2068","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management and the U.S. Environmental Protection Agency","usgsCitation":"Waddell, K.M., Contratto, P., Sumsion, C.T., and Butler, J.R., 1981, Hydrologic reconnaissance of the Wasatch Plateau-Book Cliffs coal-fields area, Utah: U.S. Geological Survey Water Supply Paper 2068, Report: v, 45 p.; 9 Plates: 40.00 in x 30.19 inches or smaller; Table: 12.50 in. x 13.45 inches, https://doi.org/10.3133/wsp2068.","productDescription":"Report: v, 45 p.; 9 Plates: 40.00 in x 30.19 inches or smaller; Table: 12.50 in. x 13.45 inches","numberOfPages":"61","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":414125,"rank":13,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25489.htm","linkFileType":{"id":5,"text":"html"}},{"id":30038,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2068/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":247290,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrgraphs for selected wells, Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":247284,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing average discharges of streams, Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":247283,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing average annual precipitation, 1931-75, Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":247282,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing general geology of the Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":139323,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2068/report-thumb.jpg"},{"id":247289,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-8.pdf","text":"Plate 8","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Fence diagram showing stratigraphic units and concentrations of dissolved solids, Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":247288,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-7.pdf","text":"Plate 7","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing concentrations of dissolved solids in ground water, Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":247287,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-6.pdf","text":"Plate 6","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing estimated sediment yields, Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":247286,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-5.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing concentrations of dissolved solids in surface water, Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":247285,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2068/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing estimated range of stream temperature, Wasatch Plateau-Book Cliffs coal-fields area, Utah"},{"id":247291,"rank":12,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/wsp/2068/plate-table_2.pdf","text":"Table 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Published stream-gaging records and ranges of annual discharge, 1931-75 water years"}],"country":"United States","state":"Utah","otherGeospatial":"Wasatch Plateau-Book Cliffs coal-fields area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -111.54,\n              40.045\n            ],\n            [\n              -111.54,\n              38.687\n            ],\n            [\n              -109.059,\n              38.687\n            ],\n            [\n              -109.059,\n              40.045\n            ],\n            [\n              -111.54,\n              40.045\n            ]\n          ]\n       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Kay","contributorId":15598,"corporation":false,"usgs":true,"family":"Contratto","given":"P. Kay","affiliations":[],"preferred":false,"id":146300,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sumsion, C. T.","contributorId":23129,"corporation":false,"usgs":true,"family":"Sumsion","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":146302,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Butler, John R.","contributorId":36540,"corporation":false,"usgs":true,"family":"Butler","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":146303,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":9275,"text":"ofr8067 - 1981 - Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts","interactions":[{"subject":{"id":9275,"text":"ofr8067 - 1981 - Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts","indexId":"ofr8067","publicationYear":"1981","noYear":false,"title":"Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":1756,"text":"wsp2209 - 1985 - Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts","indexId":"wsp2209","publicationYear":"1985","noYear":false,"title":"Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts"},"id":1}],"supersededBy":{"id":1756,"text":"wsp2209 - 1985 - Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts","indexId":"wsp2209","publicationYear":"1985","noYear":false,"title":"Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts"},"lastModifiedDate":"2022-10-11T21:12:13.733432","indexId":"ofr8067","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-67","title":"Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts","docAbstract":"<p>The Cape Cod aquifer system was simulated with three-dimensional finite-difference ground-water-flow models. Five areas were modeled to provide tools that can be used to evaluate the hydrologic impacts of regional water development and waste disposal.</p><p>The model boundaries were selected to represent the natural hydrologic boundaries of the aquifer. The boundary between fresh and saline ground water is treated as an interface along which there is no dispersion. The saline-water zone is treated as static (nonflowing).</p><p>Comparisons of calculated and observed values of head, position of the boundary between fresh and saline water, and ground-water discharge at locations where data are available indicate that the simulated ground-water reservoirs generally agree with field conditions.</p><p>Model analyses indicate that the total steady-state freshwater-flow rate through the five modeled areas is approximately 412 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8067","collaboration":"Prepared in cooperation with the Commonwealth of Massachusetts, Water Resources Commission Barnstable County, and the National Park Service","usgsCitation":"Guswa, J.H., and LeBlanc, D.R., 1981, Digital models of ground-water flow in the Cape Cod aquifer system, Massachusetts: U.S. Geological Survey Open-File Report 80-67, vi, 128 p., https://doi.org/10.3133/ofr8067.","productDescription":"vi, 128 p.","costCenters":[],"links":[{"id":408184,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140893,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0067/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cape Cod","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.53497314453125,\n              41.549700145132725\n            ],\n            [\n              -69.91973876953125,\n              41.549700145132725\n            ],\n            [\n              -69.91973876953125,\n              42.11248648904184\n            ],\n            [\n              -70.53497314453125,\n              42.11248648904184\n            ],\n            [\n              -70.53497314453125,\n              41.549700145132725\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a91e4b07f02db656d6c","contributors":{"authors":[{"text":"Guswa, John H.","contributorId":97881,"corporation":false,"usgs":true,"family":"Guswa","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":159403,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"LeBlanc, Denis R. 0000-0002-4646-2628 dleblanc@usgs.gov","orcid":"https://orcid.org/0000-0002-4646-2628","contributorId":1696,"corporation":false,"usgs":true,"family":"LeBlanc","given":"Denis","email":"dleblanc@usgs.gov","middleInitial":"R.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":159402,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48751,"text":"ofr811189 - 1981 - Flow-duration data for Missouri streams","interactions":[],"lastModifiedDate":"2012-02-02T00:10:05","indexId":"ofr811189","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-1189","title":"Flow-duration data for Missouri streams","docAbstract":"Flow-duration data have been developed at 175 streamflow-gaging stations in Missouri that have at least 9 years of record. The flow duration is determined on a daily basis for period of record and presented as tables and hydrogrphs. The computation periods are 9, 19, 29, 39, or 49 years, depending on the length of continuous-streamflow records at each station. (USGS)","language":"ENGLISH","doi":"10.3133/ofr811189","usgsCitation":"Hauth, L., 1981, Flow-duration data for Missouri streams: U.S. Geological Survey Open-File Report 81-1189, 204 p. : ill., map ; 28 x 43 cm., https://doi.org/10.3133/ofr811189.","productDescription":"204 p. : ill., map ; 28 x 43 cm.","costCenters":[],"links":[{"id":162376,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1189/report-thumb.jpg"},{"id":85553,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1189/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db544a98","contributors":{"authors":[{"text":"Hauth, L.D.","contributorId":48551,"corporation":false,"usgs":true,"family":"Hauth","given":"L.D.","affiliations":[],"preferred":false,"id":238153,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26920,"text":"wri80109 - 1981 - Ground-water quality along the Mojave River near Barstow, California, 1974-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri80109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-109","title":"Ground-water quality along the Mojave River near Barstow, California, 1974-79","docAbstract":"The quality of ground water in the alluvium along the usually dry Mojave River near Barstow, Calif., has been monitored since 1974. Degradation has occurred as a result of wastewater discharge and irrigation return. Characteristics of the degraded ground water include concentrations of dissolved solids exceeding 1,000 milligrams per liter, odor threshold numbers exceeding 5, dissolved organic carbon exceeding 2.0 milligrams per liter, chloride exceeding 250 milligrams per liter, phenols exceeding 1 microgram per liter, and methylene blue active substances exceeding 0.20 milligram per liter. Large flows in the river during the winters of 1977-78 and 1978-79 recharged the aquifer with water from storm runoff. The ground-water-quality monitoring data showed that few changes in the concentration and distribution of chemical constituents occurred between 1974 and 1977, but between 1977 and 1979 there were overall decreases in most constituents and in odor. The monitoring data also showed that between 1977 and 1979 the degraded ground water spread and moved downgradient, whereas prior to 1977 it had been generally confined to an area between Barstow and the U.S. Marine Corps Supply Center. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri80109","usgsCitation":"Eccles, L.A., 1981, Ground-water quality along the Mojave River near Barstow, California, 1974-79: U.S. Geological Survey Water-Resources Investigations Report 80-109, v, 63 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri80109.","productDescription":"v, 63 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158465,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d6ea","contributors":{"authors":[{"text":"Eccles, Lawrence A.","contributorId":90274,"corporation":false,"usgs":true,"family":"Eccles","given":"Lawrence","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197248,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56875,"text":"wdrTN811 - 1981 - Water resources data for Tennessee, water year 1981","interactions":[],"lastModifiedDate":"2025-05-01T13:32:03.302215","indexId":"wdrTN811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"TN-81-1","title":"Water resources data for Tennessee, water year 1981","docAbstract":"<p>Water resources data for the 1981 water year for Tennessee consist of records of stage, discharge, and water quality of streams and springs; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality of wells. This report contains discharge records for 114 gaging stations; stage only records for one lake gaging station; elevation and contents for 27 lakes and reservoirs; water quality for 73 stations and 45 wells; and water levels for 30 observation wells. Also included are 127 crest-stage partial-record stations, 77 low-flow partial-record stations, and 81 coal-hydrology partial-record stations. Additional water data were collected at various stream and spring sites not involved in the systematic data collection program and are published as miscellaneous measurements and analyses, or as seepage investigations of discharge and water quality. 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 Tennessee. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrTN811","collaboration":"Prepared in cooperation with the Tennessee Department of Conservation, Division of Water Resources, the Tennessee Valley Authority, and with other State, municipal, and Federal agencies.","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, Water resources data for Tennessee, water year 1981: U.S. Geological Survey Water Data Report TN-81-1, ix, 488 p., https://doi.org/10.3133/wdrTN811.","productDescription":"ix, 488 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,{"id":20293,"text":"ofr81640 - 1981 - Time-of-travel studies for the Little Androscoggin River, Maine","interactions":[],"lastModifiedDate":"2022-08-15T18:22:30.590675","indexId":"ofr81640","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-640","title":"Time-of-travel studies for the Little Androscoggin River, Maine","docAbstract":"<p>Time-of-travel studies were conducted at flow durations of 20, 80, and 95 percent on the Little Androscoggin River from South Paris to Auburn, Maine. The river is about 29.3 miles long, and drains an area of about 354 square miles at its mouth.</p><p>Traveltimes were determined by tracing the movement of rhodamine WI, a soluble fluorescent dye. The dye was injected into the river at the upstream end of each reach studied and water samples were collected at the downstream end of the study reach and analyzed for dye concentrations.</p><p>Time-of-travel data were related to stream discharge to estimate traveltime for a water-soluble contaminant traveling between any two points at any discharge in the low-to-high flow range.</p><p>The discharges of the Little Androscoggin River at the time of the study ranged from 40 to 950 cubic feet per second at the Auburn gaging station. Traveltimes from South Paris to Auburn, Maine, ranged from 51 to 648 hours.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81640","collaboration":"Prepared in cooperation with the Maine Department of Environmental Protection","usgsCitation":"Nichols, W.J., Reed, B.M., and Greenlaw, F.W., 1981, Time-of-travel studies for the Little Androscoggin River, Maine: U.S. Geological Survey Open-File Report 81-640, iv, 20 p., https://doi.org/10.3133/ofr81640.","productDescription":"iv, 20 p.","costCenters":[],"links":[{"id":405148,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0640/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152055,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0640/report-thumb.jpg"}],"country":"United States","state":"Maine","otherGeospatial":"Little Androscoggin River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.51918029785156,\n              44.10533762552548\n            ],\n            [\n              -70.19508361816406,\n              44.10533762552548\n            ],\n            [\n              -70.19508361816406,\n              44.27470475118813\n            ],\n            [\n              -70.51918029785156,\n              44.27470475118813\n            ],\n            [\n              -70.51918029785156,\n              44.10533762552548\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b54a","contributors":{"authors":[{"text":"Nichols, William J.","contributorId":20752,"corporation":false,"usgs":true,"family":"Nichols","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":182401,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, Barry M.","contributorId":52603,"corporation":false,"usgs":true,"family":"Reed","given":"Barry","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":182402,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Greenlaw, Fred W.","contributorId":18794,"corporation":false,"usgs":true,"family":"Greenlaw","given":"Fred","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":182400,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57429,"text":"wdrOH802 - 1981 - Water resources data for Ohio, water year 1980: Volume 2. St. Lawrence River Basin","interactions":[],"lastModifiedDate":"2025-12-11T16:28:13.527222","indexId":"wdrOH802","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"OH-80-2","title":"Water resources data for Ohio, water year 1980: Volume 2. St. Lawrence River Basin","docAbstract":"<p>Water resources data for the 1980 water year for Ohio consist of records of stage, discharge, and water quality of streams; stage and contents, and water quality of lakes and reservoirs; and water levels and water quality of ground-water wells. This report in two volumes and one appendix contains records for water discharge at 169 gaging stations; stage and contents at 39 lakes and reservoirs; water quality at 57 gaging stations and 83 wells; and water levels at 183 observation wells. Also included are data from 84 crest-stage partial-record stations; 91 low-flow partial-record stations, and 537 coal hydrology synoptic sites. Additional water data were collected at various sites not involved in the systematic data-collection program and are published as miscellaneous measurements and analyses. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Ohio.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrOH802","collaboration":"Prepared in cooperation with the State of Ohio and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, Water resources data for Ohio, water year 1980: Volume 2. 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,{"id":8969,"text":"ofr80422 - 1981 - Model of the ground-water flow system of the Gordo and Eutaw aquifers in west-central Alabama","interactions":[],"lastModifiedDate":"2025-09-15T15:48:19.995794","indexId":"ofr80422","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-422","title":"Model of the ground-water flow system of the Gordo and Eutaw aquifers in west-central Alabama","docAbstract":"<p>Hydrologic conditions for a two-aquifer system consisting of the Gordo and Eutaw aquifers of Cretaceous age in west-central Alabama were simulated using a three-dimensional finite difference digital model. The model was calibrated to observed heads in the aquifers using a least squares method for obtaining the values for hydraulic parameters which provided the best fit to 28 calibration points in the model. The standard error of estimate for computed heads in the model is 3.46 feet.</p><p>Data collected during the period of 1900 to 1970 indicate that the modeled aquifer system is in a steady-state condition. The results of steady-state model simulations show that about 56 percent of the discharge from the system is by upward vertical leakage through confining beds to rivers, about 18 percent is to unregulated flowing wells, 10 percent is to pumped wells, and 16 percent is to boundaries. The areal distribution of water in the aquifer containing chloride concentrations greater than 1,000 mg/L appears to be related to flow patterns in the system.</p><p>Areas of greatest head loss in the system are those where there is natural discharge and pumpage. More than 80 percent of the head loss in the system can be attributed to natural discharge by upward leakage through the confining beds.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80422","collaboration":"Prepared by the United States Geological Survey in cooperation with Geological Survey of Alabama","usgsCitation":"Gardner, R.A., 1981, Model of the ground-water flow system of the Gordo and Eutaw aquifers in west-central Alabama: U.S. Geological Survey Open-File Report 80-422, Report: 30 p.; 23 Figures: 7.61 x 10.38 inches or smaller, https://doi.org/10.3133/ofr80422.","productDescription":"Report: 30 p.; 23 Figures: 7.61 x 10.38 inches or smaller","costCenters":[],"links":[{"id":495502,"rank":24,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1980/0422/figure-24.pdf","text":"Figure 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a15","contributors":{"authors":[{"text":"Gardner, Richard Alfred","contributorId":89134,"corporation":false,"usgs":true,"family":"Gardner","given":"Richard","email":"","middleInitial":"Alfred","affiliations":[],"preferred":false,"id":158642,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55173,"text":"wdrHI801 - 1981 - Water resources data for Hawaii and other Pacific areas, water year 1980: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2025-12-04T15:08:24.25852","indexId":"wdrHI801","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"HI-80-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1980: Volume 1. Hawaii","docAbstract":"<p>Volume 1 of water resources data for the 1980 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams; and water levels and water quality in wells and springs. This report contains discharge records for 109 gaging stations; water quality for 10 gaging stations, 103 partial-record flow stations, and 156 wells; and water levels for 22 observation wells. Also included are 109 crest-stage partial-record stations and 19 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI801","collaboration":"Prepared in cooperation with the State of Hawaii and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, Water resources data for Hawaii and other Pacific areas, water year 1980: Volume 1. Hawaii: U.S. Geological Survey Water Data Report HI-80-1, xii, 270 p., https://doi.org/10.3133/wdrHI801.","productDescription":"xii, 270 p.","costCenters":[],"links":[{"id":497048,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1980/hi-80-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173899,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1980/hi-80-1/report-thumb.jpg"}],"country":"United 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7029","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532276,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55174,"text":"wdrHI802 - 1981 - Water resources data for Hawaii and other Pacific areas, water year 1980: Volume 2. Trust Territory of the Pacific Islands, Guam, American Samoa, and Northern Mariana Islands","interactions":[],"lastModifiedDate":"2025-12-04T15:11:20.251613","indexId":"wdrHI802","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"HI-80-2","title":"Water resources data for Hawaii and other Pacific areas, water year 1980: Volume 2. Trust Territory of the Pacific Islands, Guam, American Samoa, and Northern Mariana Islands","docAbstract":"<p>Volume 2 of water resources data for the 1980 water year for other Pacific areas consist of records of stage, discharge, and water quality of streams; stage of a reservoir; and water levels in wells and springs. This report contains discharge records for 41 gaging stations; stage only record for 1 gaging station; water quality for 1 gaging station, 49 partial-record stations; water temperature for 23 gaging stations; water levels for 13 observation wells; tide level for 1 tide station; and 7 water level less tide level tables. Also included are 33 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating Governments and Federal agencies in other Pacific areas. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI802","collaboration":"Prepared in cooperation with the Trust Territory of the Pacific Islands, the Governments of Guam, American Samoa, and Northern Mariana Islands, and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, Water resources data for Hawaii and other Pacific areas, water year 1980: Volume 2. Trust Territory of the Pacific Islands, Guam, American Samoa, and Northern Mariana Islands: U.S. Geological Survey Water Data Report HI-80-2, x, 158 p., https://doi.org/10.3133/wdrHI802.","productDescription":"x, 158 p.","costCenters":[],"links":[{"id":497049,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1980/hi-80-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174281,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1980/hi-80-2/report-thumb.jpg"}],"country":"United 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7041","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532277,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9448,"text":"ofr81537 - 1981 - Hydrology of area 3, Eastern Coal Province, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-27T11:19:52","indexId":"ofr81537","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-537","title":"Hydrology of area 3, Eastern Coal Province, Pennsylvania","docAbstract":"Hydrologic data are presented for area 3 of the Eastern Coal Province, 4,077 square miles of the lower Allegheny River basin in western Pennsylvania. Seventy-three streams were sampled three times during the 1979 and 1980 water years for specific conductance, pH, acidity, alkalinity, dissolved and total iron, dissolved and total manganese, dissolved sulfate, and dissolved solids. Benthic invertebrate populations were determined and botom material samples were analyzed for metals. Sixteen streams had pH, acidity, alkalinity, total iron, total manganese, and dissolved sulfate indicative of acid-mine drainage. These streams were most common in the Redbank and Blacklick Creek basins and in the Conemaugh and lower Kiskiminetas River basins. Benthic invertebrates were not found in 11 of 64 streams sampled. An additional 13 streams had low benthic invertebrate diversity indices. Low diversity indices were most common in the southern part of area 3. Low flow, mean flow, peak flow, and flow duration data are presented for gaging stations in area 3. Techniques for estimating these data for ungaged sites are presented and referenced. The functions of, and access to, the National Water Data Exchange, National Water Data Storage and Retrieval System, and Office of Water Data Coordination are explained. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81537","usgsCitation":"Herb, W.J., Shaw, L.C., and Brown, D.E., 1981, Hydrology of area 3, Eastern Coal Province, Pennsylvania: U.S. Geological Survey Open-File Report 81-537, v, 60 p. :ill., col. maps ;28 cm., https://doi.org/10.3133/ofr81537.","productDescription":"v, 60 p. :ill., col. maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":94920,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0537/report.pdf","size":"22947","linkFileType":{"id":1,"text":"pdf"}},{"id":142228,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0537/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db6887c2","contributors":{"authors":[{"text":"Herb, William J.","contributorId":79454,"corporation":false,"usgs":true,"family":"Herb","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":159703,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shaw, L. C.","contributorId":21162,"corporation":false,"usgs":true,"family":"Shaw","given":"L.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":159702,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, Deborah E.","contributorId":92255,"corporation":false,"usgs":true,"family":"Brown","given":"Deborah","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159704,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9449,"text":"ofr81538 - 1981 - Hydrology of Area 5, Eastern Coal Province, Pennsylvania, Maryland, and West Virginia","interactions":[],"lastModifiedDate":"2017-06-27T11:18:55","indexId":"ofr81538","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-538","title":"Hydrology of Area 5, Eastern Coal Province, Pennsylvania, Maryland, and West Virginia","docAbstract":"Hydrologic data are presented for area 5 of the Eastern Coal Province, the 7,384 square-mile Monongahela River basin in western Pennsylvania, western Maryland, and north-central West Virginia. One hundred thirty-four streams were sampled about three times during the 1979 and 1980 water years for specific conductance, pH, acidity, alkalinity dissolved and total iron, dissolved and total manganese, dissolved sulfate, and dissolved solids. Benthic invertebrate populations were determined and bottom material samples were analyzed for metals. Eleven streams had pH, acidity, alkalinity, total iron, total manganese, and dissolved-sulfate levels indicative of acid-mine drainage. These streams were most common in the Tygart Valley River basin, although indicators of acid-mine drainage were found throughout the Monongahela basin. No benthic invertebrates were found in 25 of 129 streams sampled. Such streams were most common in the Cheat and Tygart Valley River basins. Low flow, mean flow, peak flow, and flow duration data are presented for gaging stations in area 5. Techniques for estimating these data for ungaged sites are presented and referenced. The functions of, and access to, the National Water Data Exchange, WATSTORE, and indexes to water-data activities in coal provinces are presented. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81538","usgsCitation":"Herb, W.J., Shaw, L.C., and Brown, D.E., 1981, Hydrology of Area 5, Eastern Coal Province, Pennsylvania, Maryland, and West Virginia: U.S. Geological Survey Open-File Report 81-538, 92 p., https://doi.org/10.3133/ofr81538.","productDescription":"92 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":94921,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0538/report.pdf","size":"24403","linkFileType":{"id":1,"text":"pdf"}},{"id":142229,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0538/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604ac5","contributors":{"authors":[{"text":"Herb, William J.","contributorId":79454,"corporation":false,"usgs":true,"family":"Herb","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":159706,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shaw, L. C.","contributorId":21162,"corporation":false,"usgs":true,"family":"Shaw","given":"L.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":159705,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, Deborah E.","contributorId":92255,"corporation":false,"usgs":true,"family":"Brown","given":"Deborah","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159707,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10863,"text":"ofr811025 - 1981 - An evaluation of the effects of acid rain on low conductivity headwater streams in Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-14T11:08:40","indexId":"ofr811025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-1025","title":"An evaluation of the effects of acid rain on low conductivity headwater streams in Pennsylvania","docAbstract":"Analyses of water collected at 32 sites on headwater streams in Pennsylvania during low-flow conditions in 1970-80 were compared to pre-1971 data to evaluate whether acid rain had changed the chemistry of the streams in the previous decade. Most pH, alkalinity, and sulfate values of the samples collected in 1970-80 fell within the ranges of values for samples collected before 1971. The limited data indicate, however, that pH may have increased and alkalinity and sulfate may have decreased with time.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr811025","usgsCitation":"Ritter, J.R., and Brown, A.E., 1981, An evaluation of the effects of acid rain on low conductivity headwater streams in Pennsylvania: U.S. Geological Survey Open-File Report 81-1025, 55 p. ill., maps ;27 cm., https://doi.org/10.3133/ofr811025.","productDescription":"55 p. ill., maps ;27 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":38646,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1025/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144939,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1025/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db68488f","contributors":{"authors":[{"text":"Ritter, John R.","contributorId":75508,"corporation":false,"usgs":true,"family":"Ritter","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":162094,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, Ann E.","contributorId":99986,"corporation":false,"usgs":true,"family":"Brown","given":"Ann","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":162095,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56908,"text":"wdrVA801 - 1981 - Water resources data for Virginia, water year 1980","interactions":[],"lastModifiedDate":"2022-12-30T18:28:39.830476","indexId":"wdrVA801","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"VA-80-1","title":"Water resources data for Virginia, water year 1980","docAbstract":"<p>Water resources data for the 1980 water year for Virginia consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality of ground-water wells. This volume contains records for water discharge at 210 gaging stations; stage only at 1 gaging station; stage and contents at 10 lakes and reservoirs; water quality at 53 gaging stations and 120 wells; and water levels at 60 observation wells. Also included are data for 63 crest-stage partial-record stations. Locations of these sites are shown on figures 3 and 4. Additional water data were collected at various sites not involved in the systematic data-collection program. Discharge measurements were made at 142 coal-monitoring partial-record stations and 67 low-flow partial-record stations. Miscellaneous data were collected at 311 measuring sites and 186 water-quality sampling sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Virginia.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrVA801","collaboration":"Prepared in cooperation with the State of Virginia and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, Water resources data for Virginia, water year 1980: U.S. Geological Survey Water Data Report VA-80-1, xi, 597 p., https://doi.org/10.3133/wdrVA801.","productDescription":"xi, 597 p.","costCenters":[],"links":[{"id":411232,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1980/va-80-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184161,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1980/va-80-1/report-thumb.jpg"}],"country":"United 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,{"id":11597,"text":"ofr811105 - 1981 - Floodflow characteristics related to channel geometry in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:06:49","indexId":"ofr811105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-1105","title":"Floodflow characteristics related to channel geometry in Ohio","docAbstract":"Techniques for estimating magnitude and frequency of flood-peak discharges, based on channel geometry parameters, are presented as a method for evaluating Ohio floods in geographic areas deficient in flow data. One hundred and sixty gaging stations were selected on streams with alluvial channels unaltered by man. Exposed bedrock is absent from the channels in the vicinity of the surveyed cross sections. Peak stream discharges at the selected sites were related to channel geometry parameters. Active channel width is the only statistically significant parameter. Channel geometry parameters which were tested and found to be statistically insignificant are active channel average depth, bankfull width, and bankfull average depth. The average standard errors of estimate for the resulting statewide equations, with recurrence intervals of 2, 5, 10 25, 50 and 100 years, range from 42 to 55 percent.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr811105","usgsCitation":"Webber, E., and Roberts, J., 1981, Floodflow characteristics related to channel geometry in Ohio: U.S. Geological Survey Open-File Report 81-1105, 33 p., ill, maps ;28 cm., https://doi.org/10.3133/ofr811105.","productDescription":"33 p., ill, maps ;28 cm.","costCenters":[],"links":[{"id":145934,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1105/report-thumb.jpg"},{"id":39455,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e98","contributors":{"authors":[{"text":"Webber, E.E.","contributorId":18373,"corporation":false,"usgs":true,"family":"Webber","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":163416,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Roberts, J.W.","contributorId":69160,"corporation":false,"usgs":true,"family":"Roberts","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":163417,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9173,"text":"ofr811112 - 1981 - Preliminary data from Arbuckle test wells, Miami, Douglas, Saline, and Labette counties, Kansas","interactions":[],"lastModifiedDate":"2016-02-22T09:26:45","indexId":"ofr811112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-1112","title":"Preliminary data from Arbuckle test wells, Miami, Douglas, Saline, and Labette counties, Kansas","docAbstract":"<p>Preliminary data are presented for test wells in Kansas that were completed in Cambrian and Ordovician rocks of the Arbuckle Group in late 1979 and early 1980. Included in the report are hole history, electrical logs, geology (sample descriptions and cores), hydrologic testing, and geochemistry. These wells were drilled as part of a cooperative investigation between the U.S. Geological Survey and the Kansas Geological Survey, the Kansas Department of Health and Environment, and the U.S. Army Corps of Engineers to determine the regional hydrology of the Arbuckle Group and to investigate the hydraulic characteristics of the formation at site-specific areas.</p>\n<p>The test wells were drilled in Miami (site 1), Douglas (site 2), Saline (site 3), and Labette (site4) Counties, Kansas. Depths of the wells ranged from 1,816 feet in Labette County to 3,665 feet in Saline County. All wells have surface casing installed to depths well below the base of freshwater. The wells were cased from land surface to near the top of the Arbuckle Group; the remainder of the hole was left open so that additional hydrologic tests could be made.</p>\n<p>Cores of rocks in the Arbuckle Group were collected at sites 2, 3, and 4. Results ofcore analyses are presented for vertical and horizontal permeability to air, porosity , fluid saturation, accoustic velocity, resistivity indices, and formation factor. Gamma-ray logs of the core were run for correlation with electrical logs. A series of electrical logs was run at each site, consisting of dual-induction laterolog, sonic, and compensated neutron-formation density logs for correlating geologic and hydrologic data. Flow logs and temperature logs also were run at some sites.</p>\n<p>Formation data from drill-stem tests are presented for use in calculating transmissivity, hydraulic conductivity, and hydraulic head. Complete analyses of water samples from wells at sites 2, 3, and 4, and a partial analysis at site 1, are presented to indicate water quality in the aquifers.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr811112","usgsCitation":"Gogel, T., 1981, Preliminary data from Arbuckle test wells, Miami, Douglas, Saline, and Labette counties, Kansas: U.S. Geological Survey Open-File Report 81-1112, 155 p., https://doi.org/10.3133/ofr811112.","productDescription":"155 p.","numberOfPages":"156","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":141650,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr811112.jpg"},{"id":318185,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1112/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","county":"Douglas County, Labette County, Miami County, Saline County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-95.188,39.0437],[-95.1875,38.9635],[-95.1762,38.9659],[-95.1737,38.9681],[-95.1712,38.9721],[-95.1642,38.9814],[-95.152,38.9766],[-95.1474,38.9737],[-95.141,38.9713],[-95.1305,38.9683],[-95.1133,38.9687],[-95.1076,38.964],[-95.1083,38.9604],[-95.1025,38.9589],[-95.1001,38.9588],[-95.0872,38.9571],[-95.0794,38.9596],[-95.079,38.9678],[-95.0861,38.9807],[-95.0788,38.9836],[-95.0693,38.9847],[-95.064,38.985],[-95.061,38.985],[-95.0593,38.9836],[-95.0558,38.9816],[-95.0572,38.7395],[-95.5006,38.7383],[-95.5016,38.8703],[-95.502,38.9039],[-95.5021,38.9175],[-95.504,39.0586],[-95.4831,39.0608],[-95.4639,39.0676],[-95.4483,39.0699],[-95.4353,39.07],[-95.4137,39.0627],[-95.4025,39.0592],[-95.3832,39.0538],[-95.3757,39.0504],[-95.3717,39.0467],[-95.3654,39.0415],[-95.3578,39.0377],[-95.3479,39.0338],[-95.3367,39.0331],[-95.3195,39.034],[-95.3043,39.0414],[-95.2965,39.043],[-95.2908,39.0401],[-95.2885,39.0378],[-95.2858,39.0322],[-95.2831,39.0381],[-95.2831,39.0394],[-95.2864,39.0445],[-95.242,39.0438],[-95.188,39.0437]]],[[[-95.087,37.3843],[-95.073,37.3843],[-95.0739,37.3417],[-95.0723,36.9994],[-95.0723,36.9987],[-95.4003,37.0005],[-95.4067,37.0005],[-95.5236,37.0009],[-95.521,37.3844],[-95.087,37.3843]]],[[[-94.6102,38.7376],[-94.6123,38.4758],[-94.6124,38.4673],[-94.6134,38.3892],[-95.066,38.3905],[-95.0658,38.6948],[-95.0558,38.695],[-95.0572,38.7395],[-94.6102,38.7376]]],[[[-97.9281,38.9592],[-97.705,38.9584],[-97.3736,38.9595],[-97.372,38.61],[-97.9261,38.6102],[-97.9282,38.8713],[-97.9281,38.9592]]]]},\"properties\":{\"name\":\"Douglas\",\"state\":\"KS\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3716","contributors":{"authors":[{"text":"Gogel, Tony","contributorId":37745,"corporation":false,"usgs":true,"family":"Gogel","given":"Tony","email":"","affiliations":[],"preferred":false,"id":159221,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8532,"text":"ofr81919 - 1981 - Ground-water quality in the vicinity of landfill sites, southern Franklin County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr81919","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-919","title":"Ground-water quality in the vicinity of landfill sites, southern Franklin County, Ohio","docAbstract":"The hydrogeology and ground-water quality in the vicinity of five landfills in southern Franklin County, Ohio, were investigated by use of data obtained from 46 existing wells, 1 seep, 1 surface-water site, and 1 leachate-collection site. Interpretation was based on data from the wells, a potentiometric-surface map, and chemical analyses. Four of the five landfills are in abandoned sand and gravel pits. Pumping of water from a quarry near the landfills has modified the local ground-water flow pattern, increased the hydraulic gradient, and lowered the water table. Ground water unaffected by the landfills is a hard, calcium bicarbonate type with concentrations of dissolved iron and dissolved sulfate as great as 3.0 milligrams per liter and 200 milligrams per liter, respectively. Water sampled from wells downgradient from two landfills shows an increase in sodium, chloride, and other constituents. The change in water quality cannot be traced directly to the landfills, however, because of well location and the presence of other potential sources of contamination. Chemical analysis of leachate from a collection unit at one landfill shows significant amounts of zinc, chromium, copper, and nickel, in addition to high total organic carbon, biochemical oxygen demand, and organic nitrogen. Concentrations of chloride, iron, lead, manganese and phenolic compounds exceed Ohio Environmental Protection Agency Water Quality Standards for drinking water. Water from unaffected wells within the study area have relatively small amounts of these constituents. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81919","usgsCitation":"De Roche, J., and Razem, A., 1981, Ground-water quality in the vicinity of landfill sites, southern Franklin County, Ohio: U.S. Geological Survey Open-File Report 81-919, iv, 19 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr81919.","productDescription":"iv, 19 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142796,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0919/report-thumb.jpg"},{"id":36111,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0919/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db6671ee","contributors":{"authors":[{"text":"De Roche, J.T.","contributorId":66691,"corporation":false,"usgs":true,"family":"De Roche","given":"J.T.","affiliations":[],"preferred":false,"id":157888,"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":157887,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26420,"text":"wri80119 - 1981 - Simulated interactions between the proposed Narrows Reservoir and the water-table aquifer along the South Platte River, Morgan County, Colorado","interactions":[],"lastModifiedDate":"2021-01-27T19:49:04.524036","indexId":"wri80119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-119","title":"Simulated interactions between the proposed Narrows Reservoir and the water-table aquifer along the South Platte River, Morgan County, Colorado","docAbstract":"A computer model, including a ground-water-flow component and a mass balance reservoir-operations component, was developed to simulate the proposed Narrows Reservoir and the adjacent alluvial aquifer of the South Platte River, Morgan County, Colo. This model, using a weekly time step, simulated the transient interactions of these two systems for an initial-fill condition and general-operational condition. A sensitivity analysis was made to test the effects of possible errors in the description of aquifer characteristics on the model results. The initial-fill simulation indicated that to fill the reservoir when hydraulic connection between the surface-water system and the aquifer is simulated would take 2 additional years than if no connection was assumed. Simulated ground-water return flow to the river downstream of the proposed dam was about 85 percent of the estimated maximum values, computed under steady-state conditions in an earlier study. The general operation simulation indicated that during the period of lowest reservoir contents the aquifer provided about 80,000 acre-feet of recoverable storage to the reservoir 's capacity. Average return flow was only about 70 percent of the estimated maximum values computed in the earlier, steady-state analysis. Monthly ground-water outflow from the reservoir to the aquifer ranged from 55,200 to -10,400 acre-feet. Parameters tested for sensitivity, in order of decreasing sensitivity, were: Hydraulic conductivity, specific yield, hydraulic connection between reservoir and aquifer, local recharge, boundary conditions, and dam permeability. The probable error in the parameters tested would not seem to warrant significant new data collection. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri80119","usgsCitation":"Burns, A.W., 1981, Simulated interactions between the proposed Narrows Reservoir and the water-table aquifer along the South Platte River, Morgan County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 80-119, v, 61 p., https://doi.org/10.3133/wri80119.","productDescription":"v, 61 p.","costCenters":[],"links":[{"id":382720,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0119/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158443,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0119/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Morgan County","otherGeospatial":"Narrows Reservoir","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.05029296875,\n              36.96744946416934\n            ],\n            [\n              -101.97509765625,\n              36.96744946416934\n            ],\n            [\n              -101.97509765625,\n              41.02964338716638\n            ],\n            [\n              -109.05029296875,\n              41.02964338716638\n            ],\n            [\n              -109.05029296875,\n              36.96744946416934\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f31f1","contributors":{"authors":[{"text":"Burns, Alan W.","contributorId":41419,"corporation":false,"usgs":true,"family":"Burns","given":"Alan","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196353,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4716,"text":"twri07C3 - 1981 - A model for simulation of flow in singular and interconnected channels","interactions":[],"lastModifiedDate":"2012-02-02T00:05:32","indexId":"twri07C3","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"07-C3","title":"A model for simulation of flow in singular and interconnected channels","docAbstract":"A one-dimensional numerical model is presented for simulating the unsteady flow in singular riverine or estuarine reaches and in networks of reaches composed of interconnected channels. The model is both general and flexible in that it can be used to simulate a wide range of flow conditions for various channel configurations. The channel geometry of the network to be modeled should be sufficiently simple so as to lend itself to characterization in one spatial dimension. The flow must be substantially homogenous in density, and hydrostatic pressure must prevail everywhere in the network channels. The slope of each channel bottom ought to be mild and reasonably constant over its length so that the flow remains subcritical. The model accommodates tributary inflows and diversions and includes the effects of wind shear on the water surface as a forcing function in the flow equations. Water-surface elevations and flow discharges are computed at channel junctions, as well as at specified intermediate locations within the network channels.\r\nThe one-dimensional branch-network flow model uses a four-point, implicit, finite-difference approximation of the unsteady-flow equations. The flow equations are linearized over a time step, and branch transformations are formulated that describe the relationship between the unknowns at the end points of the channels. The resultant matrix of branch-transformation equations and required boundary-condition equations is solved by Gaussian elimination using maximum pivot strategy.\r\nFive example applications of the flow model are illustrated. The applications cover such diverse conditions as a singular upland river reach in which unsteady flow results from hydropower regulations, coastal rivers composed of sequentially connected reaches subject to unsteady tide-driven flow, and a multiply connected network of channels whose flow is principally governed by wind tides and seiches in adjoining lakes.\r\nThe report includes a listing of the FORTRAN IV computer program and a description of the input data requirements. Model supporting programs for the processing and input of initial and boundary-value data are identified, various model output formats are illustrated, and instructions are given to permit the production of graphical output using the line printer, electromechanical pen plotters, cathode-ray-tube display units, or microfilm recorders.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/twri07C3","issn":"0565-596X","usgsCitation":"Schaffranek, R.W., Baltzer, R., and Goldberg, D., 1981, A model for simulation of flow in singular and interconnected channels (1981 edition): U.S. Geological Survey Techniques of Water-Resources Investigations 07-C3, x, 110 p. :ill., maps ;26 cm., https://doi.org/10.3133/twri07C3.","productDescription":"x, 110 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":139210,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":344,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri7c3/","linkFileType":{"id":5,"text":"html"}}],"edition":"1981 edition","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf77","contributors":{"authors":[{"text":"Schaffranek, Raymond W.","contributorId":86314,"corporation":false,"usgs":true,"family":"Schaffranek","given":"Raymond","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":149668,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Baltzer, R.A.","contributorId":86321,"corporation":false,"usgs":true,"family":"Baltzer","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":149669,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Goldberg, D.E.","contributorId":66245,"corporation":false,"usgs":true,"family":"Goldberg","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":149667,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8504,"text":"ofr81539 - 1981 - Hydrology of the coal-resource areas in the upper drainages of Huntington and Cottonwood creeks, central Utah","interactions":[],"lastModifiedDate":"2022-08-15T18:16:56.208692","indexId":"ofr81539","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-539","title":"Hydrology of the coal-resource areas in the upper drainages of Huntington and Cottonwood creeks, central Utah","docAbstract":"<p>The hydrology of coal-resource areas in the upper drainages of Huntington and Cottonwood Creeks in central Utah was studied in order to better define the hydrologic system, to identify the hydrologic effects of underground coal mining, and to devise methods to detect the effects.</p><p>Discharge records from gaging stations in this mountainous area indicated that there are large differences in the annual discharge of streams per unit area of drainage. These differences are attributed to differences in precipitation, differences in evaporation and sublimation of the snowpack, and to subsurface movement of water out of some basins. Surface waters sampled during 1977-79 were of good chemical quality; dissolved-solids concentrations rarely exceeded 500 milligrams per liter.</p><p>The Star Point Sandstone and the lower coal-bearing part of the Blackhawk Formation, both of Cretaceous age, are saturated in some areas, and the aquifer yields water to underground coal mines. Most of the larger discharging springs in the study area issue from the Star Point-Blackhawk aquifer where faulted. Ground water also occurs in several water-bearing zones above the Star Point-Blackhawk aquifer. It is not known whether the water in these overlying units is part of a continuous zone of saturation or whether unsaturated zones occur between units and some water is perched.</p><p>Dissolved-solids concentrations in water from about 140 springs ranged from 50 to 750 milligrams per liter. The chemical characteristics of water from the water-bearing zones of different formations usually were very similar.</p><p>Dewatering of underground coal mines was the largest manmade discharge from the Star Point-Blackhawk aquifer in the study area during 1979. The dewatering of mines has decreased the amount of water in storage in the aquifer, but water-level data were not available to define the extent of the depletion. Other possible impacts due to mine dewatering include the diminution of spring flows and increases in ground-water recharge, both of which are more likely to occur where rocks have been fractured due to subsidence above mines. Also, the flows of streams that receive water discharged from mines probably have increased accordingly. The discharge of mine water into streams causes some degradation in surface-water quality, but the quality of ground water is probably not adversely affected by mining.</p><p>Some environmental changes associated with underground mining are difficult to detect without data collected over a long period. With respect to the ground-water system, the year-to-year similarity of spring-discharge recession curves may provide a method to detect some of these changes. Changes in the benthic-invertebrate population may help detect pollution of surface waters.</p><p>Comprehensive studies of the ground-water system are needed in conjunction with hydrologic monitoring in order to fully assess the hydrologic impacts of the underground coal mining.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81539","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources and Energy, Division of Oil, Gas, and Mining","usgsCitation":"Danielson, T.W., ReMillard, M.D., and Fuller, R.H., 1981, Hydrology of the coal-resource areas in the upper drainages of Huntington and Cottonwood creeks, central Utah: U.S. Geological Survey Open-File Report 81-539, Report: vi, 85 p.; 2 Plates: 24.71 x 37.66 inches and 24.58 x 37.93 inches, https://doi.org/10.3133/ofr81539.","productDescription":"Report: vi, 85 p.; 2 Plates: 24.71 x 37.66 inches and 24.58 x 37.93 inches","costCenters":[],"links":[{"id":405144,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0539/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":405143,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0539/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":405142,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0539/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143564,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0539/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"central Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.39175415039062,\n              39.13645165015621\n            ],\n            [\n              -111.13014221191406,\n              39.13645165015621\n            ],\n            [\n              -111.13014221191406,\n              39.35022841846271\n            ],\n            [\n              -111.39175415039062,\n              39.35022841846271\n            ],\n            [\n              -111.39175415039062,\n              39.13645165015621\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc78b","contributors":{"authors":[{"text":"Danielson, T. W.","contributorId":48590,"corporation":false,"usgs":true,"family":"Danielson","given":"T.","middleInitial":"W.","affiliations":[],"preferred":false,"id":157825,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"ReMillard, Michael D.","contributorId":95748,"corporation":false,"usgs":true,"family":"ReMillard","given":"Michael","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":157827,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fuller, Richard H.","contributorId":66236,"corporation":false,"usgs":true,"family":"Fuller","given":"Richard","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":157826,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":8456,"text":"ofr81407 - 1981 - Potential hazards from floodflows in Wildrose Canyon, Death Valley National Monument, California-Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:05","indexId":"ofr81407","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-407","title":"Potential hazards from floodflows in Wildrose Canyon, Death Valley National Monument, California-Nevada","docAbstract":"Wildrose Canyon, in the western slopes of the Panamint Mountains , is a well-traveled route in Death Valley National Monument and is a scenic area often visited for its own sake. It is an arid region that is subject to flash flooding. Although such flooding is infrequent, when it occurs in the steep, narrow canyon within which the road lies, the flow of water and accompanying debris may be hazardous to life and to any obstacle in its path. Historical records of amounts of rainfall and floodflow in the area are sparse, but data from the basin and from similar areas in the desert mountains of southern California are sufficient to provide a basis for estimates of the degree of hazard. Potential hazards from floodflows are defined for Wildrose Canyon and its nearby approach routes. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81407","usgsCitation":"Crippen, J.R., 1981, Potential hazards from floodflows in Wildrose Canyon, Death Valley National Monument, California-Nevada: U.S. Geological Survey Open-File Report 81-407, iv, 23 p. :ill. (1 col.), maps ;28 cm.; (27 p. - PGS), https://doi.org/10.3133/ofr81407.","productDescription":"iv, 23 p. :ill. (1 col.), maps ;28 cm.; (27 p. - PGS)","costCenters":[],"links":[{"id":140562,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0407/report-thumb.jpg"},{"id":36025,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0407/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c760","contributors":{"authors":[{"text":"Crippen, John R.","contributorId":13208,"corporation":false,"usgs":true,"family":"Crippen","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157750,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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