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P.","contributorId":56657,"corporation":false,"usgs":true,"family":"Garabedian","given":"S. P.","affiliations":[],"preferred":false,"id":168286,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":31104,"text":"ofr89461 - 1989 - Gold, platinum, and silver analytical results and gold signatures from the Bonnifield mining district, Fairbanks and Healy quadrangles, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:09:13","indexId":"ofr89461","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-461","title":"Gold, platinum, and silver analytical results and gold signatures from the Bonnifield mining district, Fairbanks and Healy quadrangles, Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89461","usgsCitation":"Cathrall, J.B., Antweiler, J., VanTrump, G., and Mosier, E.L., 1989, Gold, platinum, and silver analytical results and gold signatures from the Bonnifield mining district, Fairbanks and Healy quadrangles, Alaska: U.S. Geological Survey Open-File Report 89-461, 23 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89461.","productDescription":"23 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":161113,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0461/report-thumb.jpg"},{"id":59681,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0461/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db673fdd","contributors":{"authors":[{"text":"Cathrall, J. B.","contributorId":29400,"corporation":false,"usgs":true,"family":"Cathrall","given":"J.","middleInitial":"B.","affiliations":[],"preferred":false,"id":205003,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Antweiler, J.C.","contributorId":35722,"corporation":false,"usgs":true,"family":"Antweiler","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":205004,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"VanTrump, George Jr.","contributorId":54193,"corporation":false,"usgs":true,"family":"VanTrump","given":"George","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":205005,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mosier, E. L.","contributorId":71537,"corporation":false,"usgs":true,"family":"Mosier","given":"E.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":205006,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":14731,"text":"ofr89156 - 1989 - Magnetic and bathymetric data from R/V Farnella cruises FRNL85-1, 85-2, and 85-3 in the U.S. Gulf of Mexico EEZ","interactions":[],"lastModifiedDate":"2012-02-02T00:06:58","indexId":"ofr89156","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-156","title":"Magnetic and bathymetric data from R/V Farnella cruises FRNL85-1, 85-2, and 85-3 in the U.S. Gulf of Mexico EEZ","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89156","usgsCitation":"Lubinski, D.J., and Twichell, D.C., 1989, Magnetic and bathymetric data from R/V Farnella cruises FRNL85-1, 85-2, and 85-3 in the U.S. Gulf of Mexico EEZ: U.S. Geological Survey Open-File Report 89-156, 6 p. :maps ;28 cm., https://doi.org/10.3133/ofr89156.","productDescription":"6 p. :maps ;28 cm.","costCenters":[],"links":[{"id":148031,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0156/report-thumb.jpg"},{"id":43504,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0156/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6492a5","contributors":{"authors":[{"text":"Lubinski, David J.","contributorId":39391,"corporation":false,"usgs":true,"family":"Lubinski","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":169919,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Twichell, David C.","contributorId":37730,"corporation":false,"usgs":true,"family":"Twichell","given":"David","email":"","middleInitial":"C.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":169918,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38405,"text":"pp1472 - 1989 - Triassic-Jurassic stratigraphy of the Culpeper and Barboursville basins, Virginia and Maryland","interactions":[],"lastModifiedDate":"2019-12-20T06:45:43","indexId":"pp1472","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1472","title":"Triassic-Jurassic stratigraphy of the Culpeper and Barboursville basins, Virginia and Maryland","docAbstract":"The presence of Late Triassic and Early Jurassic spores and pollen throughout an exposed stratigraphic section has enabled the systematic palynofloral zonation of the entire Culpeper Group, supported in places by characteristic fish zones. Strata of the Culpeper Group range in age from the Late Triassic to the Early Jurassic. The distribution of strata in the Culpeper Group is explained by accumulation of clastic sediments in a closed basin flanked by fault-block mountains that were episodically uplifted and eroded. Deposition within the basin was controlled by subsidence accompanying extensional tectonics during a dominantly semiarid climate punctuated by periods of abundant precipitation. During the late stages of Jurassic deposition of the Culpeper Group, tholeiitic diabase stocks, sills, and dikes (about 195 Ma) extensively intruded the sedimentary rocks and basalt flows and thermally metamorphosed them. The strata in the Culpeper and Barboursville basins were regionally tilted to the west, particularly along the western border faults, which produced steep dips, drag folds, gravity slumping, and slippage along bedding planes; broad, gently southwest plunging folds, and en echelon and strike-slip faults along the western basin margin; and folds and transverse faults within the basins. -from Authors
","language":"English","doi":"10.3133/pp1472","issn":"10449612","usgsCitation":"Lee, K.Y., and Froelich, A., 1989, Triassic-Jurassic stratigraphy of the Culpeper and Barboursville basins, Virginia and Maryland: U.S. Geological Survey Professional Paper 1472, v. 1472, Report: 52 p., 1 Plate: 41.00 x 55.00 inches, https://doi.org/10.3133/pp1472.","productDescription":"Report: 52 p., 1 Plate: 41.00 x 55.00 inches","costCenters":[],"links":[{"id":64779,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1472/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64780,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1472/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119820,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1472/report-thumb.jpg"}],"country":"United States ","state":"Virginia, Maryland ","otherGeospatial":"Culpeper Basin, Barboursville Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -79.91455078125,\n 37.10776507118514\n ],\n [\n -78.64013671875,\n 37.10776507118514\n ],\n [\n -78.64013671875,\n 39.04478604850143\n ],\n [\n -79.91455078125,\n 39.04478604850143\n ],\n [\n -79.91455078125,\n 37.10776507118514\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"1472","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db6246c4","contributors":{"authors":[{"text":"Lee, K. Y.","contributorId":74351,"corporation":false,"usgs":true,"family":"Lee","given":"K.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":219762,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Froelich, A.J.","contributorId":13593,"corporation":false,"usgs":true,"family":"Froelich","given":"A.J.","email":"","affiliations":[],"preferred":false,"id":219761,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2753,"text":"wsp2343 - 1989 - Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2343","title":"Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling","docAbstract":"Powerplant siting is dependent upon many factors; in southern California the prevailing physical constraint is water availability. Increasing land-use and other environmental concerns preclude further sites along the coast. A review of available hydrologic data was made of 142 ground-water basins in the southeast California desert area to ascertain if any could be feasible sources of nonpotable powerplant cooling water. Feasibility implies the capacity to sustain a typical 1,000-megawatt electrical-power generating plant for 30 years with an ample supply of ground water for cooling. \r\n\r\nOf the 142 basins reviewed, 5 met or exceeded established hydrologic criteria for supplying the water demands of a typical powerplant. These basins are: (1) middle Amargosa valley, (2) Soda Lake valley, (3) Caves Canyon valley, (4) Chuckwalla Valley, and (5) Calzona-Vidal Valley. Geohydrologic evaluations of these five basins assessed the occurrence and suitability of ground water and effects of long-term pumping. An additional six basins met or exceeded hydrologic criteria, with qualifications, for providing powerplant cooling water. The remaining 131 basins either did not meet the criteria, or available data were insufficient to determine if the basins would meet the criteria.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2343","usgsCitation":"Steinemann, A.C., 1989, Evaluation of nonpotable ground water in the desert area of southeastern California for powerplant cooling: U.S. Geological Survey Water Supply Paper 2343, iv, 44 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2343.","productDescription":"iv, 44 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2343/report-thumb.jpg"},{"id":29179,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2343/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fac8d","contributors":{"authors":[{"text":"Steinemann, Anne C.","contributorId":76718,"corporation":false,"usgs":true,"family":"Steinemann","given":"Anne","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145719,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3160,"text":"wsp2320A - 1989 - Ground-water conditions in Las Vegas Valley, Clark County, Nevada; part 1 Hydrogeologic Framework","interactions":[{"subject":{"id":10712,"text":"ofr84130 - 1984 - Ground-water conditions in Las Vegas Valley, Clark County, Nevada; Part I, Hydrogeologic framework","indexId":"ofr84130","publicationYear":"1984","noYear":false,"title":"Ground-water conditions in Las Vegas Valley, Clark County, Nevada; Part I, Hydrogeologic framework"},"predicate":"SUPERSEDED_BY","object":{"id":3160,"text":"wsp2320A - 1989 - Ground-water conditions in Las Vegas Valley, Clark County, Nevada; part 1 Hydrogeologic Framework","indexId":"wsp2320A","publicationYear":"1989","noYear":false,"chapter":"A","title":"Ground-water conditions in Las Vegas Valley, Clark County, Nevada; part 1 Hydrogeologic Framework"},"id":1}],"lastModifiedDate":"2019-05-14T12:53:20","indexId":"wsp2320A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2320","chapter":"A","title":"Ground-water conditions in Las Vegas Valley, Clark County, Nevada; part 1 Hydrogeologic Framework","docAbstract":"This report describes the lithology, thickness, and extent of valley-fill deposits in Las Vegas Valley, Nev. This information will be used to develop a hydraulic model of the valley's ground-water system. \r\n\r\nLas Vegas Valley is a structural basin formed by bedrock that ranges in age from Precambrian through Miocene. Gravity data indicate that the deeper parts of the basin are filled with 3,000-5,000 feet of clastic sedimentary deposits that range in age from Miocene through Holocene. These deposits constitute the valley-fill aquifer and yield most of the water pumped in the valley. The upper 1,000 feet of this valley fill consist of coarse-grained deposits (sand and gravel), fine-grained deposits (silt and clay), and heterogeneous deposits that comprise either thinly interbedded coarse- and fine-grained deposits or mixtures of the two. Coarse-grained deposits, in places more than 1,000 feet thick, underlie the south and west sides of the valley and interfinger with fine-grained and heterogeneous deposits toward the center of the valley. Intervals of fairly thin heterogeneous deposits underlie parts of the valley, but they are not laterally persistent. \r\n\r\nThe distribution of coarse-grained and fine-grained deposits in three depth zones of the valley fill (0-200 feet, 200-700 feet, and 700-1,000 feet) suggests that: (1) the Spring Mountains and McCullough Range were the major sources of clastic material for the valley fill; (2) Frenchman Mountain and the Las Vegas Range were emplaced later than the Spring Mountains; (3) the east side of the Spring Mountains, which was originally closer to the center of the valley, has receded westward because of erosion; and (4) shallow, fine-grained deposits (0-200 feet deep) are more susceptible to subsidence than deeper ones. \r\n\r\nThe bedrock basin that underlies Las Vegas Valley consists of a deeply buried part that underlies most of the valley and a shallow bedrock surface on the west side of the valley. The deep part of the basin is bounded on the east by normal faults at the base of Frenchman Mountain, on the west by a possible normal fault that coincides with a zone of fault scarps, on the north by vertical or strike-slip displacement along the Las Vegas shear zone, and on the northwest by a bedrock high that underlies the area between Tule Springs and Corn Creek Springs. The shallow bedrock surface (as much as 1,000 feet deep) underlies the west side of the valley from La Madre Mountain to the McCullough Range. \r\n\r\nSome of the fault scarps in the valley fill coincide with possible bedrock faults, which suggests a tectonic origin for some of the faulting of valley-fill deposits; however, the area of fault scarps on the west side of the valley also coincides with a rapid lateral change from incompressible bedrock to more compressible valley-fill deposits. Thus, both differential compaction and tectonic movement may be responsible for faulting of valley-fill deposits.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;Books and Open-File Reports Section [distributor]","doi":"10.3133/wsp2320A","usgsCitation":"Plume, R.W., 1989, Ground-water conditions in Las Vegas Valley, Clark County, Nevada; part 1 Hydrogeologic Framework: U.S. Geological Survey Water Supply Paper 2320, 15 p. 2. v :ill., maps ;28 cm., https://doi.org/10.3133/wsp2320A.","productDescription":"15 p. 2. v :ill., maps ;28 cm.","costCenters":[],"links":[{"id":30110,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2320a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30111,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2320a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30112,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2320a/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138932,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2320a/report-thumb.jpg"},{"id":30113,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2320a/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30114,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2320a/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30115,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2320a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699e4a","contributors":{"authors":[{"text":"Plume, Russell W. rwplume@usgs.gov","contributorId":2303,"corporation":false,"usgs":true,"family":"Plume","given":"Russell","email":"rwplume@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":146350,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2398,"text":"wsp2326A - 1989 - Sand waves, bars, and wind-blown sands of the Rio Orinoco, Venezuela and Colombia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp2326A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2326","chapter":"A","title":"Sand waves, bars, and wind-blown sands of the Rio Orinoco, Venezuela and Colombia","docAbstract":"During March 1982, a reconnaissance study was carried out along a reach of the Rio Orinoco between Puerto Ayacucho and Ciudad Bolivar. This was the low-flow season. Samples of bed material and suspended sediments were collected, sonic records of the bed were obtained at several locations, and the exposed bars and sand waves were studied at four locations. Sounding records were obtained at two of these locations during June and November when flow covered the bars, and additional studies were made on the ground at some of these same sites during March 1983. The bed of the river is mostly sand with small quantities, about 5 percent by weight on average, of gravel. Suspended- sediment concentrations were low, ranging between 20 milligrams per liter above Rio Apure to almost 40 milligrams per liter below its confluence with the Rio Orinoco. The annual sediment load is estimated to be 240x10 6 megagrams per year. \r\n\r\nDuring the dry season, 35 percent or more of the bed is exposed in the form of large bars composed of many sand waves. Trade winds blow upriver and there is substantial upriver transport of river sediments by the wind. If the bars contain very coarse sands and fine gravel, deflation forms a lag deposit that armors the bar surface and prevents further erosion. Theoretical calculations show that the lower limit for the fraction of the bed that needs to be covered with nonmoving particles to prevent further erosion and the smallest size of the armor particles depend only on wind speed.\r\n\r\nCalculations of bed-material transport were made for a typical wide and narrow section of the river; the annual load, excluding the wash load, is about 30 x 10 6 megagrams per year. A new definition for wash load is proposed; it is material that can be suspended as soon as its motion is initiated. For the Rio Orinoco, this is material finer than 0.1 millimeters.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2326A","usgsCitation":"Nordin, C.F., and Perez-Hernandez, D., 1989, Sand waves, bars, and wind-blown sands of the Rio Orinoco, Venezuela and Colombia: U.S. Geological Survey Water Supply Paper 2326, xii, 74 p. :ill. (1 col.) ;28 cm., https://doi.org/10.3133/wsp2326A.","productDescription":"xii, 74 p. :ill. (1 col.) ;28 cm.","costCenters":[],"links":[{"id":138959,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2326a/report-thumb.jpg"},{"id":28376,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2326a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aade4b07f02db66b315","contributors":{"authors":[{"text":"Nordin, Carl F.","contributorId":68297,"corporation":false,"usgs":true,"family":"Nordin","given":"Carl","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":145134,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Perez-Hernandez, David","contributorId":101647,"corporation":false,"usgs":true,"family":"Perez-Hernandez","given":"David","email":"","affiliations":[],"preferred":false,"id":145135,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57462,"text":"wdrMT881 - 1989 - Water resources data for Montana, water year 1988","interactions":[],"lastModifiedDate":"2020-08-21T17:31:00.359094","indexId":"wdrMT881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"MT-88-1","title":"Water resources data for Montana, water year 1988","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMT881","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, Water resources data for Montana, water year 1988: U.S. Geological Survey Water Data Report MT-88-1, xi, 511 p., https://doi.org/10.3133/wdrMT881.","productDescription":"xi, 511 p.","costCenters":[],"links":[{"id":377737,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/mt-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":185158,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/mt-88-1/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcbbb","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":533109,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15571,"text":"ofr89210 - 1989 - Geologic map of the Horse Mountain West Quadrangle, Catron County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:07:03","indexId":"ofr89210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-210","title":"Geologic map of the Horse Mountain West Quadrangle, Catron County, New Mexico","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89210","usgsCitation":"Ratte, J.C., McIntosh, W., and Houser, B.B., 1989, Geologic map of the Horse Mountain West Quadrangle, Catron County, New Mexico: U.S. Geological Survey Open-File Report 89-210, 23 p. ill., map ;28 cm., https://doi.org/10.3133/ofr89210.","productDescription":"23 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":108792,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17597.htm","linkFileType":{"id":5,"text":"html"},"description":"17597"},{"id":147522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db69807c","contributors":{"authors":[{"text":"Ratte, James Clifford","contributorId":9268,"corporation":false,"usgs":true,"family":"Ratte","given":"James","email":"","middleInitial":"Clifford","affiliations":[],"preferred":false,"id":171356,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McIntosh, William C.","contributorId":48638,"corporation":false,"usgs":true,"family":"McIntosh","given":"William C.","affiliations":[],"preferred":false,"id":171358,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Houser, Brenda B.","contributorId":20772,"corporation":false,"usgs":true,"family":"Houser","given":"Brenda","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":171357,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2083,"text":"wsp2337 - 1989 - Use of temperature profiles beneath streams to determine rates of vertical ground-water flow and vertical hydraulic conductivity","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2337","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2337","title":"Use of temperature profiles beneath streams to determine rates of vertical ground-water flow and vertical hydraulic conductivity","docAbstract":"The use of temperature profiles beneath streams to determine rates of vertical ground-water flow and effective vertical hydraulic conductivity of sediments was evaluated at three field sites by use of a model that numerically solves the partial differential equation governing simultaneous vertical flow of fluid and heat in the Earth. The field sites are located in Hardwick and New Braintree, Mass., and in Dover, N.J. \r\n\r\nIn New England, stream temperature varies from about 0 to 25 ?C (degrees Celsius) during the year. This stream-temperature fluctuation causes ground-water temperatures beneath streams to fluctuate by more than 0.1 ?C during a year to a depth of about 35 ft (feet) in fine-grained sediments and to a depth of about 50 ft in coarse-grained sediments, if ground-water velocity is 0 ft/d (foot per day). Upward flow decreases the depth affected by stream-temperature fluctuation, and downward flow increases the depth. \r\n\r\nAt the site in Hardwick, Mass., ground-water flow was upward at a rate of less than 0.01 ft/d. The maximum effective vertical hydraulic conductivity of the sediments underlying this site is 0.1 ft/d. Ground-water velocities determined at three locations at the site in New Braintree, Mass., where ground water discharges naturally from the underlying aquifer to the Ware River, ranged from 0.10 to 0.20 ft/d upward. The effective vertical hydraulic conductivity of the sediments underlying this site ranged from 2.4 to 17.1 ft/d. Ground-water velocities determined at three locations at the Dover, N.J., site, where infiltration from the Rockaway River into the underlying sediments occurs because of pumping, were 1.5 ft/d downward. The effective vertical hydraulic conductivity of the sediments underlying this site ranged from 2.2 to 2.5 ft/d. Independent estimates of velocity at two of the three sites are in general agreement with the velocities determined using temperature profiles. The estimates of velocities and conductivities derived from the temperature measurements generally fall within the ranges of expected rates of flow in, and conductivities of, the sediments encountered at the test sites. \r\n\r\nApplication of the method at the three test sites demonstrates the feasibility of using the method to determine the rate of ground-water flow between a stream and underlying sediments and the effective vertical hydraulic conductivity of the sediments.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. G.P.O. ;\r\nBooks and Open- File Reports Section, U.S. Geological Survey [distributor],","doi":"10.3133/wsp2337","usgsCitation":"Lapham, W.W., 1989, Use of temperature profiles beneath streams to determine rates of vertical ground-water flow and vertical hydraulic conductivity: U.S. Geological Survey Water Supply Paper 2337, v, 35 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2337.","productDescription":"v, 35 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2337/report-thumb.jpg"},{"id":27645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d1e4b07f02db5dbae2","contributors":{"authors":[{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144651,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25588,"text":"wri894033 - 1989 - Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri894033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4033","title":"Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986","docAbstract":"The U.S. Geological Survey continued to monitor hydrologic and geochemical conditions in the Long Valley caldera during 1986. The monitoring is directed toward detecting changes in the hydrologic system caused by tectonic or magmatic processes. Data collected during 1986 include chemical and isotopic composition of water from selected streams sites, springs, and wells; pumpage from four geothermal wells; flow rates of selected springs and stream sites; mean daily water or gas temperatures at selected sites; mean daily atmospheric pressures and water level at selected wells, and precipitation records for two sites. Seismicity within the caldera persisted at a relatively low level compared with the more active periods of 1978-84. The most significant events of seismicity that affected hydrologic monitoring sites in Long Valley during 1986 occurred during July , in response to the Chalfant Valley earthquakes, centered about 20 miles southeast of the caldera. Water level records for three wells show distinct responses to the Chalfant Valley earthquakes. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894033","usgsCitation":"Farrar, C.D., Sorey, M., Rojstaczer, S., Steinemann, A., and Clark, M.D., 1989, Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986: U.S. Geological Survey Water-Resources Investigations Report 89-4033, vi, 69 p. :ill. ;28 cm., https://doi.org/10.3133/wri894033.","productDescription":"vi, 69 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118877,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4033/report-thumb.jpg"},{"id":54330,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4033/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611851","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194314,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":194315,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rojstaczer, S.A.","contributorId":54620,"corporation":false,"usgs":true,"family":"Rojstaczer","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":194312,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Steinemann, A.C.","contributorId":71214,"corporation":false,"usgs":true,"family":"Steinemann","given":"A.C.","affiliations":[],"preferred":false,"id":194313,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Clark, M. D.","contributorId":25202,"corporation":false,"usgs":true,"family":"Clark","given":"M.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194311,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":26053,"text":"wri884033 - 1989 - Hydrologic effects of pumpage from the Denver basin bedrock aquifers of northern El Paso County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri884033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4033","title":"Hydrologic effects of pumpage from the Denver basin bedrock aquifers of northern El Paso County, Colorado","docAbstract":"The Denver groundwater basin underlies a 6,700 sq-mi area in eastern Colorado. To assess current conditions of the four bedrock aquifers in the basin, water levels, streamflow gain and loss, and other data were collected. Current aquifer conditions in the southern part of the basin and likely response to various 100-year pumping scenarios were analyzed using a digital finite-difference model. Simulated predevelopment flow through the bedrock aquifers was about 59 cu ft/sec. Water level changes between 1978 and 1985, likely caused by variations in precipitation and in pumping and by lowering of the water table in the overlying Black Squirrel Creek alluvial aquifer, ranged from rises of more than 40 ft to declines of as much as 80 ft. In 1985, pumping from the bedrock aquifers was about 56 cu ft/sec. Simulations indicate that 43% of the pumpage came from a decrease in volume of groundwater in storage; 37% came from induced recharge and captured discharge. The remaining 20% came from a transient high rate of recharge from precipitation. A baseline 100-yr simulation, beginning in 1985, indicated minimal drawdowns for constant pumping at 1985 rates in the southern part of the basin. Other simulations indicated that the pumpage required to supply the needs of the projected population would be accompanied by drawdowns of as much as 1,300 ft and by large decreases in amount of groundwater in storage. Pumpage from a hypothetical well field, located where the aquifers are thickest , and from the aquifers underlying Colorado Springs also was simulated. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884033","usgsCitation":"Banta, E.R., 1989, Hydrologic effects of pumpage from the Denver basin bedrock aquifers of northern El Paso County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 88-4033, vi, 84 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884033.","productDescription":"vi, 84 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124245,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4033/report-thumb.jpg"},{"id":54829,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54830,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54831,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54832,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54833,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54834,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4033/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606e8d","contributors":{"authors":[{"text":"Banta, E. R.","contributorId":63038,"corporation":false,"usgs":true,"family":"Banta","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195720,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25607,"text":"wri884235 - 1989 - Hydrology of the Goat Lake watershed, Snohomish County, Washington, 1982-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"wri884235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4235","title":"Hydrology of the Goat Lake watershed, Snohomish County, Washington, 1982-87","docAbstract":"The Goat Lake watershed in Snohomish County, Washington, functions as an ' experimental watershed ' for long-term studies to determine the effects of acidic precipitation on water resources. Data have been collected there by the U.S. Geological Survey since 1982. The watershed is in a wilderness area of the Cascade Range and is downwind of an industrial and urban area that produces chemical compounds found in acidic precipitation. The lake is considered sensitive to acidic inputs from atmospheric deposition and streamflow. The mean annual discharge of the Goat Lake outflow is 35 cu ft/sec; precipitation on the watershed is calculated to be about 170 in/yr. The inflow to Goat Lake is sufficient to replace the entire contents of the lake basin on an average every 21.5 days, or 17 times/year. Water in Goat Lake, and that of the inlet and outlet, is of low ionic strength and of calcium-bicarbonate type. The lake, although considered oligotrophic, is sufficiently deep to stratify thermally, and summer dissolved-oxygen concentrations in the hypolimnion are depressed. Even though alkalinity and specific conductance at Goat Lake are in the range considered sensitive to acidic inputs , the pH of water in the lake has consistently ranged from 6.1 to 7.2, indicating that the lake is not acidified at this time. 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