No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8238","usgsCitation":"Drellack, S., and Wells, J., 1982, Geologic and well-construction data for the H-7 borehole complex near the proposed waste isolation pilot plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-38, iv, 25 p. , https://doi.org/10.3133/wri8238.","productDescription":"iv, 25 p. ","costCenters":[],"links":[{"id":157303,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0038/report-thumb.jpg"},{"id":366247,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/0038/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366248,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.380859375,\n 31.952162238024975\n ],\n [\n -103.0517578125,\n 31.952162238024975\n ],\n [\n -103.0517578125,\n 33.669496972795535\n ],\n [\n -105.380859375,\n 33.669496972795535\n ],\n [\n -105.380859375,\n 31.952162238024975\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a64fe","contributors":{"authors":[{"text":"Drellack, S.L. Jr.","contributorId":47407,"corporation":false,"usgs":true,"family":"Drellack","given":"S.L.","suffix":"Jr.","affiliations":[],"preferred":false,"id":197116,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":197117,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26851,"text":"wri824111 - 1982 - Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri824111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4111","title":"Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"The H-9 complex, a group of three closely spaced boreholes, is located 5.5 miles south of the proposed Waste Isolation Pilot Plant (WIPP) site in east-central Eddy County, New Mexico. The holes were drilled during July, August, and September 1979 to obtain geologic and hydrologic data to better define the regional ground-water-flow system. The geologic data presented in this report are part of a site-characterization study for the possible storage of defense-associated radioactive wastes within salt beds of the Salado Formation of Permian age. The geologic data include detailed descriptions of cores, cuttings, and geophysical logs. Each borehole was designed to penetrate a distinct water-bearing zone: H-9a (total depth 559 feet) was completed just below the Magenta Dolomite Member of the Rustler Formation; H-9b (total depth 708 feet) was completed just below the Culebra Dolomite Member of the Rustler Formation; H-9c (total depth 816 feet) was completed below the Rustler Formation-Salado Formation contact. The geologic units penetrated in borehole H-9c are eolian sand of Holocene age (0-5 feet); the Gatuna Formation of Pleistocene age; (5-25 feet); and the Dewey Lake Red Beds (25-455 feet), the Rustler Formation (455.791 feet), and part of the Salado Formation (791-816 feet), all of Permian age. Three sections (494-501 feet, 615-625 feet, 692-712 feet) in the Rustler Formation penetrated by borehole H-9c are composed of remnant anhydrite (locally altered to gypsum) and clay and silt residue from the dissolution of much thicker seams of argillaceous and silty halite. This indicates that the eastward-moving dissolution within the Rustler Formation, found just to the west of the WIPP site, is present at the H-9 site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824111","usgsCitation":"Drellack, S., and Wells, J., 1982, Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-4111, iv, 36 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824111.","productDescription":"iv, 36 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4111/report-thumb.jpg"},{"id":55740,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4111/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55741,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a64b5","contributors":{"authors":[{"text":"Drellack, S.L.","contributorId":19973,"corporation":false,"usgs":true,"family":"Drellack","given":"S.L.","affiliations":[],"preferred":false,"id":197118,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":197119,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28341,"text":"wri8225 - 1982 - Evaluation of a predictive ground-water solute-transport model at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2019-11-27T09:32:01","indexId":"wri8225","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-25","title":"Evaluation of a predictive ground-water solute-transport model at the Idaho National Engineering Laboratory, Idaho","docAbstract":"Aqueous chemical and radioactive wastes discharged to shallow ponds and to shallow or deep wells on the Idaho National Engineering Laboratory (INEL) since 1952 have affected the quality of the ground water in the underlying Snake River Plain aquifer. The aqueous wastes have created large and laterally dispersed concentration plumes within the aquifer. The waste plumes with the largest areal distribution are those of chloride, tritium, and with high specific conductance values. The data from eight wells drilled near the southern INEL boundary during the summer of 1980 were used to evaluate the accuracy of a predictive modeling study completed in 1973, and to simulate 1980 positions of chloride and tritium plumes. Data interpretation from the drilling program indicates that the hydrogeologic characteristics of the subsurface rocks have marked effects on the regional ground-water flow regimen and, therefore, the movement of aqueous wastes. As expected, the waste plumes projected by the computer model for 1980, extended somewhat further downgradient than indicated by well data due to conservative worst-case assumptions in the model input and inaccurate approximations of subsequent waste discharge and aquifer recharge conditions. (USGS)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8225","usgsCitation":"Lewis, B.D., and Goldstein, F.J., 1982, Evaluation of a predictive ground-water solute-transport model at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 82-25, vi, 71 p. , https://doi.org/10.3133/wri8225.","productDescription":"vi, 71 p. ","costCenters":[],"links":[{"id":369705,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0025/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158474,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0025/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Idaho National Engineering Laboratory","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.04681396484375,\n 43.51916261057404\n ],\n [\n -112.04477548599242,\n 43.51916261057404\n ],\n [\n -112.04477548599242,\n 43.51984724248989\n ],\n [\n -112.04681396484375,\n 43.51984724248989\n ],\n [\n -112.04681396484375,\n 43.51916261057404\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf18","contributors":{"authors":[{"text":"Lewis, Barney D.","contributorId":93873,"corporation":false,"usgs":true,"family":"Lewis","given":"Barney","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199625,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goldstein, Flora J.","contributorId":89573,"corporation":false,"usgs":true,"family":"Goldstein","given":"Flora","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199624,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28249,"text":"wri8232 - 1982 - Water quality of the three major tributaries to the Chesapeake Bay, the Susquehanna, Potomac, and James Rivers, January 1979 - April 1981","interactions":[],"lastModifiedDate":"2017-07-12T11:04:11","indexId":"wri8232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-32","title":"Water quality of the three major tributaries to the Chesapeake Bay, the Susquehanna, Potomac, and James Rivers, January 1979 - April 1981","docAbstract":"Water-quality constituent loads at the Fall Line stations of the Susquehanna, Potomac, and James Rivers, the three major tributaries to the Chesapeake Bay, can be estimated with reasonable accuracy by regression techniques, especially for wet periods of 1 year or more. Net transport of all nutrient species and most other constituents, especially those found in greatest concentrations associated with suspended material, is dominated by a few spring and storm-related high-flow events. Atrazine and 2,4-D are the two herbicides most consistently detected at the Fall Line of the Susquehanna and Potomac Rivers. Concentrations of total residual chlorine and low-molecular-weight, halogenated hydrocarbons at selected sites in estuaries to the upper Bay are generally at or below detection limits. When compared to the two other major tributaries, the James River has the lowest discharge-weighted-sulfate concentrations, presumably because of the lack of coal mining activity in this basin. This river also has lower total nitrogen concentrations. Ammonia concentrations and loads are decreasing at all three Fall Line stations, as is orthophosphate in the Susquehanna and Potomac Rivers. Slight increases in total nitrogen and nitrite plus nitrate concentrations in the Susquehanna River from 1969 to 1980 may warrant continued monitoring.
Analyses of data for this report confirm the previous suggestion that when water discharge of the Susquehanna River at Conowingo, Maryland, is below about 400,000 cubic feet per second, sediment, with sorbed nutrients and other constituents, is deposited behind the three hydroelectric dams on this river between Harrisburg, Pennsylvania, and its mouth. Discharges above 400,000 cubic feet per second resuspend these sediments and transport constituent loads to the Bay well in excess of loads transported by the Susquehanna River at Harrisburg. In addition to precipitation quantity and intensity, antecedent conditions and season of the year play a major role in the transport of sediments and their associated chemical constituents at all three stations.
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824007","usgsCitation":"Cooley, M.E., and Head, W.J., 1982, Hydrogeologic features of the alluvial deposits in the Owl Creek Valley, Bighorn Basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4007, Report: iv, 33 p.; 2 Plates: 40.14 x 17.81 inches and 39.92 x 14.79 inches, https://doi.org/10.3133/wri824007.","productDescription":"Report: iv, 33 p.; 2 Plates: 40.14 x 17.81 inches and 39.92 x 14.79 inches","costCenters":[],"links":[{"id":411593,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49149.htm","linkFileType":{"id":5,"text":"html"}},{"id":55520,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4007/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55519,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4007/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55521,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123296,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4007/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Bighorn Basin, Owl Creek Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -108.125,\n 43.625\n ],\n [\n -108.375,\n 43.625\n ],\n [\n -108.375,\n 43.5583\n ],\n [\n -108.125,\n 43.5583\n ],\n [\n -108.125,\n 43.625\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627e1f","contributors":{"authors":[{"text":"Cooley, M. E.","contributorId":89868,"corporation":false,"usgs":true,"family":"Cooley","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196760,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Head, W. J.","contributorId":33719,"corporation":false,"usgs":true,"family":"Head","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196759,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27999,"text":"wri824074 - 1982 - Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri824074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4074","title":"Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas","docAbstract":"Strippable reserves of Mulberry coal underlie an area of approximately 300 square miles of Miami, Linn, and Bourbon Counties of eastern Kansas. Although subject to State reclamation law, current and projected strip mining of this relatively thin coal seam could alter and hydrologic environment of the study area. Drained by the Marais des Cygnes and Little Osage Rivers and their tributaries, this area is characterized by low relief and moderately impermeable soils. Streamflows are poorly sustained by ground-water discharge and fluctuate widely due to climatic extremes and usage of surface-water supplies. Because ground-water supplies are generally unreliable in quantity and quality, surface water is used to meet most water requirements in the study area. Primary used of surface waters are for domestic supplies, maintenance of wildlife and recreational areas, and cooling needs at LaCygne Power Plant. The prevailing chemical type of the natural streamflow is calcium bicarbonate, with concentrations of dissolved solids generally less than 500 milligrams per liter and pH near neutral. Additional streamflow and water-quality data are needed to evaluate the premining characteristics of and the anticipated changes in the hydrologic environment as strip mining proceeds within the study area. A network of data-collection stations and a sampling scheme have been established to acquire this additional information. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri824074","usgsCitation":"Kenny, J.F., Bevans, H., and Diaz, A., 1982, Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-4074, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824074.","productDescription":"50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122828,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4074/report-thumb.jpg"},{"id":56826,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c0f","contributors":{"authors":[{"text":"Kenny, J. F.","contributorId":100378,"corporation":false,"usgs":true,"family":"Kenny","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199042,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bevans, H.E.","contributorId":102892,"corporation":false,"usgs":true,"family":"Bevans","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":199043,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Diaz, A.M.","contributorId":27084,"corporation":false,"usgs":true,"family":"Diaz","given":"A.M.","email":"","affiliations":[],"preferred":false,"id":199041,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27046,"text":"wri8249 - 1982 - Streamflow losses to Madison Group rocks in the Little Belt and Big Snowy Mountains, Montana","interactions":[],"lastModifiedDate":"2019-08-05T11:31:54","indexId":"wri8249","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-49","title":"Streamflow losses to Madison Group rocks in the Little Belt and Big Snowy Mountains, Montana","docAbstract":"Four streams originating in the Little Belt and Big Snowy Mountains in central Montana were measured in 1975 to determine streamflow losses across outcrops of the Madison Group (Mississippian age). Based on streamflow data obtained for 39 months at two streamflow-gaging stations on the Middle Fork Judith River, the average daily loss was 9.1 cubic feet per second or about 6,600 acre-feet per year. Seepage measurements on other stream reaches indicated losses of 7.6 cubic feet per second on the south Fork Judith River, 9.2 cubic feet per second in Yogo Creek, as much as 64 cubic feet per second in Dry Wolf Creek, and about 60 cubic feet per second in Rock Creek. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8249","usgsCitation":"Feltis, R., and Shields, R.R., 1982, Streamflow losses to Madison Group rocks in the Little Belt and Big Snowy Mountains, Montana: U.S. Geological Survey Water-Resources Investigations Report 82-49, 16 p. , https://doi.org/10.3133/wri8249.","productDescription":"16 p. ","costCenters":[],"links":[{"id":158971,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0049/report-thumb.jpg"},{"id":366250,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0049/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","otherGeospatial":"Big Snowy Mountains, Little Belt Mountains","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -109.7314453125,\n 46.619261036171515\n ],\n [\n -108.797607421875,\n 46.619261036171515\n ],\n [\n -108.797607421875,\n 46.98774725646568\n ],\n [\n -109.7314453125,\n 46.98774725646568\n ],\n [\n -109.7314453125,\n 46.619261036171515\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d9c","contributors":{"authors":[{"text":"Feltis, R.D.","contributorId":93467,"corporation":false,"usgs":true,"family":"Feltis","given":"R.D.","affiliations":[],"preferred":false,"id":197465,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shields, Ronald R.","contributorId":64655,"corporation":false,"usgs":true,"family":"Shields","given":"Ronald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197464,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27335,"text":"wri824068 - 1982 - Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:54:35","indexId":"wri824068","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4068","title":"Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming","docAbstract":"A digital model was used to simulate ground-water flow within the Bates Creek alluvial aquifer, southwest of Casper, Wyoming. Hydrologic data collected during 1977 and 1978 were used to develop the flow model under steady-state and transient conditions. Three scenarios for operating the stream-aquifer system were evaluated with the digital model. The scenarios represent no ground-water pumping, pumping by all existing wells , and pumping by all existing and proposed wells. The model simulations used average values of stream discharge, ground-water pumpage and water use as input parameters. A decrease in the quantitity of ground-water discharge to Bates Creek is predicted to occur through 1988 as a result of pumping. The magnitude and timing of the predicted decrease in ground-water discharge may differ from actual ground-water discharge if hydrologic conditions through 1988 vary significantly from the averaged input values used in the simulations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824068","usgsCitation":"Glover, K.C., 1982, Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4068, v, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824068.","productDescription":"v, 50 p. :ill., maps ;28 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":124053,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4068/report-thumb.jpg"},{"id":56199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4068/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65aa1c","contributors":{"authors":[{"text":"Glover, K. C.","contributorId":14828,"corporation":false,"usgs":true,"family":"Glover","given":"K.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197938,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27853,"text":"wri8122 - 1982 - Water-quality assessment of the Smith River drainage basin, California and Oregon","interactions":[],"lastModifiedDate":"2020-11-04T18:04:26.99824","indexId":"wri8122","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"81-22","title":"Water-quality assessment of the Smith River drainage basin, California and Oregon","docAbstract":"A water-quality assessment of the Smith River drainage basin was made to provide a summary of the water-quality conditions including known or potential water-quality problems. Results of the study showed that the water quality of the Smith River is excellent and generally meets the water-quality objectives for the beneficial uses identified by the California Regional Water Quality Control Board, North Coast Region.
Known and potential problems related to water quality include: Sedimentation resulting from both natural erosional processes and land-use activities such as timber harvest, road construction, and mining that accelerate the erosional processes; bacterial contamination of surface and ground waters from inundated septic tanks and drainfields, and grazing activities; industrial spills which have resulted in fish kills and oil residues; high concentrations of iron in ground water; log and debris jams creating fish migration barriers; and pesticide and trace-element contamination from timber-harvest and mining activities, respectively.
Future studies are needed to establish: (1) a sustained long-term monitoring program to provide a broad coverage of water-quality conditions in order to define long-term water-quality trends; and (2) interpretive studies to determine the source of known and potential water-quality problems.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8122","collaboration":"Prepared in cooperation with the California State Water Resources Control Board","usgsCitation":"Iwatsubo, R.T., and Washabaugh, D.S., 1982, Water-quality assessment of the Smith River drainage basin, California and Oregon: U.S. Geological Survey Water-Resources Investigations Report 81-22, vii, 118 p., https://doi.org/10.3133/wri8122.","productDescription":"vii, 118 p.","costCenters":[],"links":[{"id":380152,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0022/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158614,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0022/report-thumb.jpg"}],"country":"United States","state":"California, Oregon","otherGeospatial":"Smith River Drainage Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -124.37622070312501,\n 41.47154438707647\n ],\n [\n -123.46984863281249,\n 41.47154438707647\n ],\n [\n -123.46984863281249,\n 42.167475010395336\n ],\n [\n -124.37622070312501,\n 42.167475010395336\n ],\n [\n -124.37622070312501,\n 41.47154438707647\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65da17","contributors":{"authors":[{"text":"Iwatsubo, Rick T.","contributorId":11602,"corporation":false,"usgs":true,"family":"Iwatsubo","given":"Rick","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":198784,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Washabaugh, Donna S.","contributorId":46133,"corporation":false,"usgs":true,"family":"Washabaugh","given":"Donna","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198785,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28373,"text":"wri824011 - 1982 - Determination of irrigation pumpage in parts of Kearny and Finney Counties, southwestern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4011","title":"Determination of irrigation pumpage in parts of Kearny and Finney Counties, southwestern Kansas","docAbstract":"Irrigation pumpage was determined for parts of Kearny and Finney Counties in Southwestern Kansas using crop-acreage data and consumptive, irrigation-water requirements. Irrigated acreages for 1974-80 were compiled for wheat, grain sorghum, corn, and alfalfa using records from the U.S. Agricultural Stabilization and Conservation Service. Consumptive-irrigation requirements were computed using a soil-moisture model. The model tabulated monthly soil-moisture and crop-water demand for various crops and computed the volume of irrigation water needed to maintain the available moisture at 50% for loamy soils or at 60% for sandy soils. Irrigated acres in the study area increased from 265,000 acres during 1974 to 321,000 acres during 1980. Irrigation pumpage increased from 584,000 acre-feet during 1974 to 738,000 acre-feet during 1980. Decreased consumptive-irrigation requirements during 1979 resulted in a comparatively small irrigation-pumpage estimate of 458,000 acre-feet. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824011","usgsCitation":"Lindgren, R.J., 1982, Determination of irrigation pumpage in parts of Kearny and Finney Counties, southwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-4011, 26 p. :ill. ;28 cm., https://doi.org/10.3133/wri824011.","productDescription":"26 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4011/report-thumb.jpg"},{"id":57176,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667716","contributors":{"authors":[{"text":"Lindgren, R. J.","contributorId":70808,"corporation":false,"usgs":true,"family":"Lindgren","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199690,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27476,"text":"wri8128 - 1982 - Characterization of urban runoff from Grange Hall Creek at Northglenn, Adams County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri8128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"81-28","title":"Characterization of urban runoff from Grange Hall Creek at Northglenn, Adams County, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8128","usgsCitation":"Hall, D.C., and Duncan, A., 1982, Characterization of urban runoff from Grange Hall Creek at Northglenn, Adams County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 81-28, vii, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8128.","productDescription":"vii, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118746,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0028/report-thumb.jpg"},{"id":56327,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0028/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d09","contributors":{"authors":[{"text":"Hall, Dennis C.","contributorId":95473,"corporation":false,"usgs":true,"family":"Hall","given":"Dennis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198187,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duncan, A.C.","contributorId":70397,"corporation":false,"usgs":true,"family":"Duncan","given":"A.C.","email":"","affiliations":[],"preferred":false,"id":198186,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28148,"text":"wri8212 - 1982 - Sulfur isotopic composition and water chemistry in water from the High Plains aquifer, Oklahoma Panhandle and southwestern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri8212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-12","title":"Sulfur isotopic composition and water chemistry in water from the High Plains aquifer, Oklahoma Panhandle and southwestern Kansas","docAbstract":"The Ogallala Formation comprises the High Plains aquifer in Oklahoma and southwestern Kansas. Regional ground-water flow is from west to east in the Ogallala Formation, and the concentration of dissolved solids in ground water increases in the direction of flow. This increase may be influenced by residence time, but underlying bedrock appears to control ground-water chemistry. The Ogallala Formation is underlain by Mesozoic rocks in the west and Permian rocks in the east. Mean concentration of dissolved solids in ground water from the Mesozoic rocks is 552 milligrams per liter and Permian rocks is 4,720 milligrams per liter. Mean concentration of dissolved solids for water in the Ogallala Formation is 396 milligrams per liter where it overlies Mesozoic rocks and 569 milligrams per liter where it overlies Permian rocks. Del sulfur-34 sulfate values range from a high of +6.9 parts per thousand to a low of -25.1 parts per thousand. Sulfate increases from about 20 milligrams per liter to more than 350 milligrams per liter from west to east. Increasing concentration of dissolved solids, lighter Del sulfur-34 values, and increasing sulfate concentration in the east implies that ground water or hydrogen sulfide from Permian rocks may be moving upward into the Ogallala Formation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8212","usgsCitation":"Krothe, N.C., and Oliver, J.W., 1982, Sulfur isotopic composition and water chemistry in water from the High Plains aquifer, Oklahoma Panhandle and southwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-12, 32 p. :maps ;28 cm., https://doi.org/10.3133/wri8212.","productDescription":"32 p. :maps ;28 cm.","costCenters":[],"links":[{"id":158630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0012/report-thumb.jpg"},{"id":56978,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699871","contributors":{"authors":[{"text":"Krothe, Noel C.","contributorId":41466,"corporation":false,"usgs":true,"family":"Krothe","given":"Noel","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":199297,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oliver, Joseph W.","contributorId":77970,"corporation":false,"usgs":true,"family":"Oliver","given":"Joseph","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199298,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27389,"text":"wri824024 - 1982 - Effects of urban development on the aquifers in the Memphis area, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri824024","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4024","title":"Effects of urban development on the aquifers in the Memphis area, Tennessee","docAbstract":"Ground-water withdrawals from aquifers in the Memphis area average about 190 Mgal/d. Potential problems associated with increases in pumpage and urban development are lowered water levels, contamination of the aquifers, and land subsidence. Long-term water-level declines in the Memphis Sand, the principal artesian aquifer of the area, range from less than 0.1 ft per year near the outcrop area to about 1.8 ft per year near the center of pumping. A 1980 map of the potentiometric map surface shows that small cones of depression around major pumping centers are superimposed on a regional cone. Except for increased pumping lift, few problems are expected from water level declines in the Memphis Sand. At present, there is very little pumpage from other aquifers in the area--the alluvium, the fluvial deposits and the Fort Pillow Sand--and no long-term water level declines are expected unless pumpage is increased significantly. Low concentrations of leachates from waste-disposal sites in the area have been detected in the water table aquifers near these sites, but no indication of contamination of the underlying artesian aquifers has yet been found. Seasonal land-surface elevation changes of less than 0.03 ft have been recorded by an extensometer near the center of the major cone of depression of the Memphis Sand. These changes correlate with seasonal changes in artesian pressure in the Memphis Sand. Over the period of record no significant net change in land-surface elevation has been recorded. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824024","usgsCitation":"Graham, D., 1982, Effects of urban development on the aquifers in the Memphis area, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 82-4024, iv, 24 p. :ill., maps (1 fold. in pocket) ;29 cm., https://doi.org/10.3133/wri824024.","productDescription":"iv, 24 p. :ill., maps (1 fold. in pocket) ;29 cm.","costCenters":[],"links":[{"id":124900,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4024/report-thumb.jpg"},{"id":56251,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4024/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56252,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4024/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ef64","contributors":{"authors":[{"text":"Graham, D. D.","contributorId":68314,"corporation":false,"usgs":true,"family":"Graham","given":"D. D.","affiliations":[],"preferred":false,"id":198032,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28353,"text":"wri824006 - 1982 - Thermal springs in the Boise River basin, south-central Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri824006","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4006","title":"Thermal springs in the Boise River basin, south-central Idaho","docAbstract":"The Boise River Basin, characterized by steep, rugged mountains and narrow river valleys, drains an area of about 2,680 square miles in south-central Idaho. Granitic rocks of the Idaho batholith predominate in the basin. Temperature of waters from thermal springs in the basin range from 33 degrees to 87 degrees Celsius, are sodium carbonate type and are slightly alkaline. Dissolved-solids concentrations are less than 280 milligrams per liter. Estimated reservoir temperatures determined by the silica and sodium-potassium-calcium geothermometers range from 50 degrees to 98 degrees Celsius. Tritium concentrations in sampled thermal springs are near zero and indicate these waters were recharged prior to 1954. Stable-isotope data are not conclusive insofar as indicating a source area of recharge for the thermal springs in the basin. Thermal springs discharged at least 4,900 acre-feet of water in 1981, and the associated convective heat flux is 11,000,000 calories per second. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri824006","usgsCitation":"Lewis, R., and Young, H., 1982, Thermal springs in the Boise River basin, south-central Idaho: U.S. Geological Survey Water-Resources Investigations Report 82-4006, iii, 28 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824006.","productDescription":"iii, 28 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158330,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4006/report-thumb.jpg"},{"id":57158,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4006/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a55e4b07f02db62c686","contributors":{"authors":[{"text":"Lewis, R.E.","contributorId":31735,"corporation":false,"usgs":true,"family":"Lewis","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":199649,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":199650,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27126,"text":"wri8221 - 1982 - Evaluation of the streamflow-data program in Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T11:20:45","indexId":"wri8221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-21","title":"Evaluation of the streamflow-data program in Pennsylvania","docAbstract":"The stream-gaging program in Pennsylvania is subject to budgetary constraints in the next several years. Elimination of those gaging stations that have no current-purpose use and little utility in providing regional flow-characteristic information is the most effective way to reduce costs.
\nThe efficient design of a network of gaging stations for obtaining regional information requires knowledge of the information in the data base and an assessment of the potential for improving the accuracy of data-transfer mechanisms. The analytical technique known as Network Analysis for Regional Information is used to assess acquired streamflow information and to evaluate its transferability within previously determined regions of homogenous streamflow characteristics. Regression equations that relate low-, mean-, and flood-flow characteristics to basin parameters are the data-transfer mechanisms used in the evaluation. This analysis showed that only minor improvements in the regression equations can be expected after 20 additional years of data collection at gages in the 1980 program. Transfer mechanisms with less model error are needed for improved data transferability.
\nA more efficient program can be achieved by discontinuing selected gages in the planning-and-design network. To this end, 11 continuous-record and 25 partial-record gages were selected to be discontinued by April 1, 1980. Additionally, 6 continuous-record and 29 partial-record gages are suggested to be discontinued at the end of the 1985 water year.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8221","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Flippo, H.N., 1982, Evaluation of the streamflow-data program in Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-21, Report: iv, 56 p.; Plate: 21.03 x 13.87 inches, https://doi.org/10.3133/wri8221.","productDescription":"Report: iv, 56 p.; Plate: 21.03 x 13.87 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611a72","contributors":{"authors":[{"text":"Flippo, Herbert N. Jr.","contributorId":36597,"corporation":false,"usgs":true,"family":"Flippo","given":"Herbert","suffix":"Jr.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":197598,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27190,"text":"wri824106 - 1982 - Effects of volcanic ash on the benthic environment of a mountain stream, northern Idaho","interactions":[],"lastModifiedDate":"2013-11-21T13:32:31","indexId":"wri824106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4106","title":"Effects of volcanic ash on the benthic environment of a mountain stream, northern Idaho","docAbstract":"The May 18, 1980, eruption of Mount St. Helens deposited about 15 millimeters of volcanic ash on the Big Creek basin in northern Idaho. Much of the uncompacted ash remained on hillsides a year after the eruption. Physical and chemical analyses of water samples from Big Creek collected from December 1980 to December 1981 showed no anomalies attributable to ash. Qualitative collections showed benthic invertebrates to be abundant and diverse in Big Creek. Experiments conducted in an unimpacted mountain stream revealed a small quantity of volcanic ash may be beneficial not detrimental to invertebrate communities. Benthic invertebrates were most abundant on ash-covered artificial substrates, with detritovores dominating the communities on all substrates. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824106","usgsCitation":"Frenzel, S., 1982, Effects of volcanic ash on the benthic environment of a mountain stream, northern Idaho: U.S. Geological Survey Water-Resources Investigations Report 82-4106, iii, 32 p., https://doi.org/10.3133/wri824106.","productDescription":"iii, 32 p.","numberOfPages":"37","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":123146,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4106/report-thumb.jpg"},{"id":56065,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Big Creek Basin;Gedney Creek Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.0,46.0 ], [ -117.0,48.0 ], [ -114.5,48.0 ], [ -114.5,46.0 ], [ -117.0,46.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db68426a","contributors":{"authors":[{"text":"Frenzel, S.A.","contributorId":9246,"corporation":false,"usgs":true,"family":"Frenzel","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":197712,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28040,"text":"wri8172 - 1982 - Sediment transport and source areas of sediment and runoff, Big Sandy River basin, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri8172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"81-72","title":"Sediment transport and source areas of sediment and runoff, Big Sandy River basin, Wyoming","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8172","usgsCitation":"Kircher, J.E., 1982, Sediment transport and source areas of sediment and runoff, Big Sandy River basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 81-72, vi, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8172.","productDescription":"vi, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0072/report-thumb.jpg"},{"id":56878,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbf33","contributors":{"authors":[{"text":"Kircher, J. E.","contributorId":11207,"corporation":false,"usgs":true,"family":"Kircher","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199112,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28286,"text":"wri824023 - 1982 - A three-dimensional ground-water-flow model modified to reduce computer-memory requirements and better simulate confining-bed and aquifer pinchouts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri824023","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4023","title":"A three-dimensional ground-water-flow model modified to reduce computer-memory requirements and better simulate confining-bed and aquifer pinchouts","docAbstract":"The Trescott computer program for modeling groundwater flow in three dimensions has been modified to (1) treat aquifer and confining bed pinchouts more realistically and (2) reduce the computer memory requirements needed for the input data. Using the original program, simulation of aquifer systems with nonrectangular external boundaries may result in a large number of nodes that are not involved in the numerical solution of the problem, but require computer storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824023","usgsCitation":"Leahy, P., 1982, A three-dimensional ground-water-flow model modified to reduce computer-memory requirements and better simulate confining-bed and aquifer pinchouts: U.S. Geological Survey Water-Resources Investigations Report 82-4023, iii, 62 p. :map ;28 cm., https://doi.org/10.3133/wri824023.","productDescription":"iii, 62 p. :map ;28 cm.","costCenters":[],"links":[{"id":122874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4023/report-thumb.jpg"},{"id":57104,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a5c5c","contributors":{"authors":[{"text":"Leahy, P.P.","contributorId":104896,"corporation":false,"usgs":true,"family":"Leahy","given":"P.P.","email":"","affiliations":[],"preferred":false,"id":199530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26845,"text":"wri824107 - 1982 - Machine-readable data files from the Madison Limestone and northern Great Plains regional aquifer system analysis projects, Montana, Nebraska, North Dakota, South Dakota, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri824107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4107","title":"Machine-readable data files from the Madison Limestone and northern Great Plains regional aquifer system analysis projects, Montana, Nebraska, North Dakota, South Dakota, and Wyoming","docAbstract":"Lists of machine-readable data files were developed for the Madison Limestone and Northern Great Plains Regional Aquifer System Analysis (RASA) projects. They are stored on magnetic tape and available from the U.S. Geological Survey. Record format, file content, and size are given for: (1) Drill-stem-test data for Paleozoic and Mesozoic formations, (2) geologic data from the Madison Limestone project, (3) data sets used in the regional simulation model, (4) head data for the Lower and Upper Cretaceous aquifers, and (5) geologic data for Mesozoic formations of the Northern Great Plains. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824107","usgsCitation":"Downey, J.S., 1982, Machine-readable data files from the Madison Limestone and northern Great Plains regional aquifer system analysis projects, Montana, Nebraska, North Dakota, South Dakota, and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4107, iv, 30 p. :ill. ;28 cm., https://doi.org/10.3133/wri824107.","productDescription":"iv, 30 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122712,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4107/report-thumb.jpg"},{"id":55736,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6490ac","contributors":{"authors":[{"text":"Downey, J. S.","contributorId":100013,"corporation":false,"usgs":true,"family":"Downey","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":197106,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27677,"text":"wri8175 - 1982 - Results of deep-well injection testing at Mulberry, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri8175","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"81-75","title":"Results of deep-well injection testing at Mulberry, Florida","docAbstract":"At the Kaiser Aluminum and Chemical Corporation plant, Mulberry, Fla., high-chloride, acidic liquid wastes are injected into a dolomite section at depths below about 4,000 feet below land surface. In 1975, a satellite monitor well was drilled 2,291 feet from the injection well and a series of three injection tests were performed. Duration of the tests ranged from 240 to 10,020 minutes and injection rates ranged from 110 to 230 gallons per minute. Based on an evaluation of factors that affect hydraulic response, water-level data suitable for interpretation of hydraulic characteristics of the injection zone were identified to occur from 200 to 1,000 minutes during the 10,020-minute test. Transmissivity of the injection zone was computed to be within the range from 700 to 1,000 feet squared per day and storage coefficient of the injection zone was computed to be within the range from .00001 to .00005. The confining bed accepting most of the leakage appears to be the underlying bed. Also, it appears that the overlying beds are probably relatively impermeable and significantly retard the vertical movement of neutralized waste effluent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8175","usgsCitation":"Hickey, J.J., and Wilson, W., 1982, Results of deep-well injection testing at Mulberry, Florida: U.S. Geological Survey Water-Resources Investigations Report 81-75, iv, 15 p. :ill., map ;28 cm., https://doi.org/10.3133/wri8175.","productDescription":"iv, 15 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0075/report-thumb.jpg"},{"id":56527,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0075/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605789","contributors":{"authors":[{"text":"Hickey, John J.","contributorId":39763,"corporation":false,"usgs":true,"family":"Hickey","given":"John","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198517,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, W.E.","contributorId":100831,"corporation":false,"usgs":true,"family":"Wilson","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":198518,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28216,"text":"wri824048 - 1982 - Time of travel of selected Arkansas streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri824048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4048","title":"Time of travel of selected Arkansas streams","docAbstract":"Between 1971 and 1981, time-of-travel and dispersion measurements were made in 15 streams in Arkansas. Most of the streams studied were at or near base flow. Graphs are presented for predicting traveltime of solutes in segments of the streams studied. The relationship of time of passage and peak unit concentration to traveltime is presented for two of the streams. Examples of use and application of the data are given. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824048","usgsCitation":"Lamb, T., 1982, Time of travel of selected Arkansas streams: U.S. Geological Survey Water-Resources Investigations Report 82-4048, v, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824048.","productDescription":"v, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159652,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4048/report-thumb.jpg"},{"id":57050,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699c84","contributors":{"authors":[{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":199410,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27657,"text":"wri824019 - 1982 - Model modifications for simulation of flow through stratified rocks in eastern Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4019","title":"Model modifications for simulation of flow through stratified rocks in eastern Ohio","docAbstract":"A quasi three-dimensional groundwater flow model is being used as part of a study to determine impacts of coal-strip mining on local hydrologic systems. Modifications to the model were necessary to simulate local hydrologic conditions properly. Perched water tables required that the method of calculating vertical flow rate be changed. A head-dependent spring-discharge function and a head-dependent stream aquifer-interchange function were added to the program. Modifications were also made to allow recharge from precipitation to any layer. The modified program, data deck instructions, and sample input and output are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824019","usgsCitation":"Helgesen, J.O., Razem, A., and Larson, S.P., 1982, Model modifications for simulation of flow through stratified rocks in eastern Ohio: U.S. Geological Survey Water-Resources Investigations Report 82-4019, iv, 113 p. :ill. ;28 cm., https://doi.org/10.3133/wri824019.","productDescription":"iv, 113 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4019/report-thumb.jpg"},{"id":56512,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a2f","contributors":{"authors":[{"text":"Helgesen, J. O.","contributorId":62600,"corporation":false,"usgs":true,"family":"Helgesen","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":198482,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":198481,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, S. P.","contributorId":34903,"corporation":false,"usgs":true,"family":"Larson","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198480,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28189,"text":"wri824017 - 1982 - Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4017","title":"Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79","docAbstract":"Prior to development on Long Island, about 95 percent of total streamflow originated as groundwater seepage from the upper glacial aquifer; the remaining 5 percent consisted of direct storm runoff. Thus, the streams on Long Island function as groundwater drains. Their flow in dry weather is directly controlled by groundwater levels adjacent to the stream channels. Sewage systems in Nassau County have caused a general lowering of groundwater levels, which in turn has severely reduced streamflow. This report presents monthly water-level measurements in 259 wells in Nassau county from 1978-79 to provide a data base to evaluate the need to replace streamflow lost through lowering of the water table. 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F.","contributorId":19976,"corporation":false,"usgs":true,"family":"Ku","given":"H.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199363,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, D. L.","contributorId":105325,"corporation":false,"usgs":true,"family":"Simmons","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199364,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26875,"text":"wri8217 - 1982 - The Benchmark Farm Program: A method for estimating irrigation water use in southwest Florida","interactions":[],"lastModifiedDate":"2025-01-10T20:27:25.597652","indexId":"wri8217","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-17","title":"The Benchmark Farm Program: A method for estimating irrigation water use in southwest Florida","docAbstract":"Irrigation water-use data are summarized in this report for 74 farms in the Southwest Florida Water Management District. Most data are for 1978-90, but 18 farms have data extending back to the early 1970's. Data include site number and location, season and year, crop type, irrigation system, monitoring method, and inches of water applied per acre. Crop types include citrus, cucumbers, pasture, peanuts, sod, strawberries, and tropical fish farms are also included. Water-application rates per growing season ranged from 0 inches per acre for several citrus and pasture sites to 239.7 inches per acre for a nursery site. The report also includes rainfall data for 12 stations throughout the study area. 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D.","contributorId":29821,"corporation":false,"usgs":true,"family":"Duerr","given":"A.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197165,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trommer, J.T.","contributorId":28248,"corporation":false,"usgs":true,"family":"Trommer","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":197164,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28474,"text":"wri824072 - 1982 - A data-management system for areal interpretive data for the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri824072","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4072","title":"A data-management system for areal interpretive data for the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","docAbstract":"The High Plains Regional Aquifer System Analysis has developed a regional water-resources (and related) data storage and retrieval system to organize and preserve areal interpretative data. The system is general and can easily be adapted for other studies. This report documents the High Plains data base as well as the general system that is independent of the High Plains area. The system is built around a hierarchically structured data base consisting of related latitude-longitude blocks. Various parameters in the data base are stored at different degrees of detail, with the finest detail being a block of 1 minute of latitude by 1 minute longitude (approximately 1 square mile). (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824072","usgsCitation":"Luckey, R.R., and Ferrigno, C., 1982, A data-management system for areal interpretive data for the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4072, vii, 112 p. :ill. ;28 cm., https://doi.org/10.3133/wri824072.","productDescription":"vii, 112 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118797,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4072/report-thumb.jpg"},{"id":57274,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af2a1","contributors":{"authors":[{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199867,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ferrigno, C.F.","contributorId":27092,"corporation":false,"usgs":true,"family":"Ferrigno","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":199866,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}