{"pageNumber":"4125","pageRowStart":"103100","pageSize":"25","recordCount":166022,"records":[{"id":28871,"text":"wri884113 - 1989 - Availability and historical development of ground-water resources of Long Island, New York — An introduction","interactions":[],"lastModifiedDate":"2022-01-21T20:46:23.030669","indexId":"wri884113","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":"88-4113","title":"Availability and historical development of ground-water resources of Long Island, New York — An introduction","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884113","usgsCitation":"Nemickas, B., Mallard, G., and Reilly, T.E., 1989, Availability and historical development of ground-water resources of Long Island, New York — An introduction: U.S. Geological Survey Water-Resources Investigations Report 88-4113, v, 43 p., https://doi.org/10.3133/wri884113.","productDescription":"v, 43 p.","costCenters":[],"links":[{"id":394694,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47030.htm"},{"id":57748,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4113/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119039,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4113/report-thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.06707763671875,\n              40.41140480914068\n            ],\n            [\n              -71.95770263671875,\n              40.41140480914068\n            ],\n            [\n              -71.95770263671875,\n              41.226183305514596\n            ],\n            [\n              -74.06707763671875,\n              41.226183305514596\n            ],\n            [\n              -74.06707763671875,\n              40.41140480914068\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66803e","contributors":{"authors":[{"text":"Nemickas, Bronius","contributorId":105733,"corporation":false,"usgs":true,"family":"Nemickas","given":"Bronius","email":"","affiliations":[],"preferred":false,"id":200536,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mallard, G. E.","contributorId":16032,"corporation":false,"usgs":true,"family":"Mallard","given":"G. E.","affiliations":[],"preferred":false,"id":200534,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200535,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27587,"text":"wri884234 - 1989 - Geohydrology of the alluvial and terrace deposits of the North Canadian River from Oklahoma City to Eufaula Lake, central Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri884234","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":"88-4234","title":"Geohydrology of the alluvial and terrace deposits of the North Canadian River from Oklahoma City to Eufaula Lake, central Oklahoma","docAbstract":"This investigation was undertaken to describe the geohydrology of the alluvial and terrace deposits along the North Canadian River between Lake Overholser and Eufaula Lake, an area of about 1,835 square miles, and to determine the maximum annual yield of ground water.\r\nA 1982 water-level map of the alluvial and terrace aquifer was prepared using field data and published records. Data from test holes and other data from the files of the U.S. Geological Survey and the Oklahoma Water Resources Board were used to establish the approximate thickness of the alluvial and terrace deposits.\r\n\r\nThe North Canadian River from Lake Overholser, near Oklahoma City, to Eufaula Lake is paralleled by a 2- to 3-mile wide band of alluvium. Scattered terrace deposits on either side of the alluvium reach an extreme width of 8 miles. Rocks of Permian age bound the alluvial and terrace deposits from the west to the midpoint of the study area; Pennsylvanian rocks bound the alluvial and terrace deposits from that point eastward.\r\n\r\nThree major aquifers are present in the study area: the alluvial and terrace aquifer, consisting of alluvium and terrace deposits of Quaternary age in a narrow band on either side of the North Canadian River; the Garber-Wellington aquifer of Permian age, consisting of an upper unconfined zone and a lower confined zone separated by relatively impermeable shales; and the Ada-Vamoosa aquifer of Pennsylvanian age. At locations were the alluvial and terrace aquifer overlies either of the other aquifers, there is hydraulic continuity between the alluvial and terrace aquifer and the other aquifers, and water levels are the same.\r\n\r\nMost large-scale municipal and industrial pumping from the Garber-Wellington aquifer is from the lower zone and has little discernible effect upon the alluvial and terrace aquifer.\r\n\r\nThe total estimated base flow of the North Canadian River for the studied reach is 264 cubic feet per second. Evapotranspiration from the basin in August is about 60 cubic feet per second for the North Canadian River from Lake Overholser to a measuring station above Eufaula Lake. Estimated recharge rates to the alluvial and terrace aquifer in the basin range from 1.7 inches at the west edge of the study area to 7.0 inches at the east edge.\r\n\r\nTotal permitted withdrawal from the aquifer, according to records of the Oklahoma Water Resources Board, ranged from 2,107 acre-feet per year in 1942 to about 21,415 acre-feet per year in 1982.\r\n\r\nSimulations of the alluvial and terrace aquifer from Lake Overholser to Eufaula Lake were made using a finite-difference model developed by McDonald and Harbaugh (1984). The area of the aquifers was subdivided into a finite-difference grid having 30 rows and 57 columns with cells measuring 1 mile in the north-south direction and 2 miles in the east-west direction. The model was calibrated in two steps: A steady-state calibration simulated head distribution prior to extensive pumping of the aquifer in 1942, and a transient calibration simulated head distribution after extensive pumpage. The final horizontal hydraulic conductivity used for the alluvial and terrace aquifer was 0.0036 feet per second (310 feet per day) at all locations. The recharge rate for the alluvial and terrace aquifer ranged from 1.7 inch per year in the west to 7.0 inches per year in the east, and averaged about 3.3 inches per year. A specific yield of 15 percent was used for the transient simulation.\r\n\r\nPermitted pumpage for 1942 through 1982 was used in the digital model to estimate the annual volume of water in storage in the alluvial and terrace aquifer for the years for this time period. The 1982 permitted pumpage rates were used for projections for 1983 to 2020. The estimated volume of water in storage was 1,940,000 acre-feet in 1982. Because the estimated recharge rate is equal to the allowed pumpage rate in 1982, the projected volume of water in storage in both 1993 and 2020 was 1,890,000 acre-feet.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-file reports, Federal Center,","doi":"10.3133/wri884234","usgsCitation":"Havens, J., 1989, Geohydrology of the alluvial and terrace deposits of the North Canadian River from Oklahoma City to Eufaula Lake, central Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 88-4234, vii, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884234.","productDescription":"vii, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4234/report-thumb.jpg"},{"id":56439,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56440,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56441,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56442,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56443,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56444,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56445,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56446,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56447,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56448,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56449,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56450,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4234/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56451,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4234/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8888","contributors":{"authors":[{"text":"Havens, J.S.","contributorId":12043,"corporation":false,"usgs":true,"family":"Havens","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":198372,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66243,"text":"i1874 - 1989 - Geologic map of Yosemite National Park and vicinity, California","interactions":[],"lastModifiedDate":"2012-02-10T00:11:16","indexId":"i1874","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1874","subseriesTitle":"NONE","title":"Geologic map of Yosemite National Park and vicinity, California","docAbstract":"This digital map database represents the general distribution of bedrock and surficial deposits of the Yosemite National Park vicinity.  It was produced directly from the file used to create the print version in 1989.  The Yosemite National Park region is comprised of portions of 15 7.5 minute quadrangles. The original publication of the map in 1989 included the map, described map units and provided correlations, as well as a geologic summary and references, all on the same sheet. The database delineates map units that are identified by general age and lithology following the stratigraphic nomenclature of the U.S. Geological Survey. The scale of the source maps limits the spatial resolution (scale) of the database to 1:125,000 or smaller.","language":"ENGLISH","doi":"10.3133/i1874","usgsCitation":"Huber, N., Bateman, P.C., and Wahrhaftig, C., 1989, Geologic map of Yosemite National Park and vicinity, California: U.S. Geological Survey IMAP 1874, 1 map :col. ;66 x 53 cm., on sheet 86 x 111 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1874.","productDescription":"1 map :col. ;66 x 53 cm., on sheet 86 x 111 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":101972,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_318.htm","linkFileType":{"id":5,"text":"html"},"description":"318"},{"id":187763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6129,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/imap/i1874/","linkFileType":{"id":5,"text":"html"}}],"scale":"25000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -119.91666666666667,37.46666666666667 ], [ -119.91666666666667,38.21666666666667 ], [ -119.16666666666667,38.21666666666667 ], [ -119.16666666666667,37.46666666666667 ], [ -119.91666666666667,37.46666666666667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2ac7","contributors":{"authors":[{"text":"Huber, N.K.","contributorId":73610,"corporation":false,"usgs":true,"family":"Huber","given":"N.K.","affiliations":[],"preferred":false,"id":274229,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bateman, P. C.","contributorId":27851,"corporation":false,"usgs":true,"family":"Bateman","given":"P.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":274228,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wahrhaftig, Clyde","contributorId":102473,"corporation":false,"usgs":true,"family":"Wahrhaftig","given":"Clyde","email":"","affiliations":[],"preferred":false,"id":274230,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27551,"text":"wri884188 - 1989 - Streamflow, sediment discharge, and streambank erosion in Cache Creek, Yolo County, California, 1953-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri884188","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":"88-4188","title":"Streamflow, sediment discharge, and streambank erosion in Cache Creek, Yolo County, California, 1953-86","docAbstract":"This report defines cross-section geometry, slope, sinuosity, bed and bank material size, and sediment discharge for Cache Creek, Capay Valley, Yolo County, California; it also relates streambank erosion to daily volumes of flow greater than 6,000 acre-ft. Mean bed elevations at six cross sections during 1983-86 and at two cross sections over several years indicate general stability of elevations in the gravel-bed channel. Water-surface slope ranged from 0.13% to 0.51% in four reaches during two flood peaks. Aerial photographs indicate that the Cache Creek channel is sinuous. About 67% of bed material at 45 cross sections is gravel, and 23% is coarser than gravel. Bank material at 27 cross sections contain sands, silt, and clay, except at one cross section where cobbles and gravel form the left bank. The sediment-discharge rate was lower during 1984-86 than in 1960-63. Streambank erosion was measured by comparing aerial photographs taken over several years. Eroded areas total about 13.2 million sq ft (300 acres) from 1953 to 1984. Net migration is toward the right bank. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies can be purchased from U.S. Geological Survey Books and Open-File Reports Section,","doi":"10.3133/wri884188","usgsCitation":"Harmon, J., 1989, Streamflow, sediment discharge, and streambank erosion in Cache Creek, Yolo County, California, 1953-86: U.S. Geological Survey Water-Resources Investigations Report 88-4188, v, 40 p. :ill. ;28 cm., https://doi.org/10.3133/wri884188.","productDescription":"v, 40 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158970,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4188/report-thumb.jpg"},{"id":56406,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4188/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4ca6","contributors":{"authors":[{"text":"Harmon, J.G.","contributorId":90753,"corporation":false,"usgs":true,"family":"Harmon","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":198307,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27851,"text":"wri894027 - 1989 - A numerical solution for the diffusion equation in hydrogeologic systems","interactions":[],"lastModifiedDate":"2018-01-30T20:57:46","indexId":"wri894027","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":"89-4027","title":"A numerical solution for the diffusion equation in hydrogeologic systems","docAbstract":"The documentation of a computer code for the numerical solution of the linear diffusion equation in one or two dimensions in Cartesian or cylindrical coordinates is presented. Applications of the program include molecular diffusion, heat conduction, and fluid flow in confined systems. The flow media may be anisotropic and heterogeneous. The model is formulated by replacing the continuous linear diffusion equation by discrete finite-difference approximations at each node in a block-centered grid. The resulting matrix equation is solved by the method of preconditioned conjugate gradients. The conjugate gradient method does not require the estimation of iteration parameters and is guaranteed convergent in the absence of rounding error. The matrixes are preconditioned to decrease the steps to convergence. The model allows the specification of any number of boundary conditions for any number of stress periods, and the output of a summary table for selected nodes showing flux and the concentration of the flux quantity for each time step. The model is written in a modular format for ease of modification. The model was verified by comparison of numerical and analytical solutions for cases of molecular diffusion, two-dimensional heat transfer, and axisymmetric radial saturated fluid flow. Application of the model to a hypothetical two-dimensional field situation of gas diffusion in the unsaturated zone is demonstrated. The input and output files are included as a check on program installation. The definition of variables, input requirements, flow chart, and program listing are included in the attachments. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of the report can be purchased from Books and Open-File Reports Section,","doi":"10.3133/wri894027","usgsCitation":"Ishii, A.L., Healy, R.W., and Striegl, R.G., 1989, A numerical solution for the diffusion equation in hydrogeologic systems: U.S. Geological Survey Water-Resources Investigations Report 89-4027, viii, 86 p. :ill. ;28 cm., https://doi.org/10.3133/wri894027.","productDescription":"viii, 86 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":56672,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":2169,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=89-4027","linkFileType":{"id":5,"text":"html"}},{"id":124299,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4027/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab940","contributors":{"authors":[{"text":"Ishii, A. L.","contributorId":61464,"corporation":false,"usgs":true,"family":"Ishii","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198779,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198781,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Striegl, Robert G. 0000-0002-8251-4659 rstriegl@usgs.gov","orcid":"https://orcid.org/0000-0002-8251-4659","contributorId":1630,"corporation":false,"usgs":true,"family":"Striegl","given":"Robert","email":"rstriegl@usgs.gov","middleInitial":"G.","affiliations":[{"id":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":200,"text":"Coop Res Unit Seattle","active":true,"usgs":true}],"preferred":false,"id":198780,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27533,"text":"wri884172 - 1989 - Aquifer-system compaction, Tucson Basin and Avra Valley, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri884172","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":"88-4172","title":"Aquifer-system compaction, Tucson Basin and Avra Valley, Arizona","docAbstract":"Groundwater declines of several ft/yr since the 1940 's have induced aquifer-system compaction and land subsidence of as much as 0.5 ft in the Tucson basin and 1.1 ft in Avra Valley, Arizona. Aquifer system compaction is affected by the layering, hydraulic diffusivity, preconsolidation-stress threshold, and stress history of the aquifer system. Layering at extensometer sites can be categorized into three general groups that typify the fine-grained and coarse-grained layering within the Fort Lowell Formation and upper Tinaja beds. Data from the first group show almost as much elastic as inelastic compaction, a layering frequency of six layers/100 ft, and weighted-average aquitard thicknesses of 20 to 50 ft. Data from the second group show inelastic compaction, a layering frequency of two to three layers/100 ft, an average aquitard thickness of less than 20 ft. Data from the third group show inelastic compaction, a layering frequency of fewer than two layers/100 ft, an average aquitard thickness of more than 30 ft. A one-dimensional compaction model was applied to data from six extensometers to simulate aquifer-system compaction of less than 0.1 ft. Values of elastic and some values of inelastic specific storage are comparable to values estimated in California. Parts of the aquifer system appear to be in transition from predominantly elastic to inelastic compaction. Water level declines since 1940 at six extensometer sites are within an estimated preconsolidation-stress threshold of 50 to 150 ft. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884172","usgsCitation":"Hanson, R.T., 1989, Aquifer-system compaction, Tucson Basin and Avra Valley, Arizona: U.S. Geological Survey Water-Resources Investigations Report 88-4172, vi, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884172.","productDescription":"vi, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119779,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4172/report-thumb.jpg"},{"id":56392,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4172/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48abe4b07f02db52d0c1","contributors":{"authors":[{"text":"Hanson, R. T.","contributorId":91148,"corporation":false,"usgs":true,"family":"Hanson","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":198272,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38453,"text":"pp1409E - 1989 - Ground-water hydrology and simulated effects of development in Smith Creek valley, a hydrologically closed basin in Lander County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:10:02","indexId":"pp1409E","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":"1409","chapter":"E","title":"Ground-water hydrology and simulated effects of development in Smith Creek valley, a hydrologically closed basin in Lander County, Nevada","language":"ENGLISH","doi":"10.3133/pp1409E","usgsCitation":"Thomas, J.M., Carlton, S., and Hines, L., 1989, Ground-water hydrology and simulated effects of development in Smith Creek valley, a hydrologically closed basin in Lander County, Nevada: U.S. Geological Survey Professional Paper 1409, p. E1-E57, 2 plates in pocket, https://doi.org/10.3133/pp1409E.","productDescription":"p. E1-E57, 2 plates in pocket","costCenters":[],"links":[{"id":104637,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4862.htm","linkFileType":{"id":5,"text":"html"},"description":"4862"},{"id":122090,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1409e/report-thumb.jpg"},{"id":64944,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1409e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64945,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1409e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64946,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1409e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668d86","contributors":{"authors":[{"text":"Thomas, J. M.","contributorId":62217,"corporation":false,"usgs":true,"family":"Thomas","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":219849,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlton, S.M.","contributorId":18036,"corporation":false,"usgs":true,"family":"Carlton","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":219847,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hines, L.B.","contributorId":49406,"corporation":false,"usgs":true,"family":"Hines","given":"L.B.","email":"","affiliations":[],"preferred":false,"id":219848,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":63439,"text":"gq1625 - 1989 - Geologic map of the Horsetooth Reservoir quadrangle, Larimer County, Colorado","interactions":[{"subject":{"id":12751,"text":"ofr7329 - 1973 - Geologic map and sections of the Horsetooth Reservoir quadrangle, Larimer County, Colorado","indexId":"ofr7329","publicationYear":"1973","noYear":false,"title":"Geologic map and sections of the Horsetooth Reservoir quadrangle, Larimer County, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":63439,"text":"gq1625 - 1989 - Geologic map of the Horsetooth Reservoir quadrangle, Larimer County, Colorado","indexId":"gq1625","publicationYear":"1989","noYear":false,"title":"Geologic map of the Horsetooth Reservoir quadrangle, Larimer County, Colorado"},"id":1}],"lastModifiedDate":"2012-02-10T00:10:45","indexId":"gq1625","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1625","title":"Geologic map of the Horsetooth Reservoir quadrangle, Larimer County, Colorado","language":"ENGLISH","doi":"10.3133/gq1625","usgsCitation":"Braddock, W.A., Calvert, R., O’Connor, J.T., and Swann, G., 1989, Geologic map of the Horsetooth Reservoir quadrangle, Larimer County, Colorado: U.S. Geological Survey Geologic Quadrangle 1625, 1 map :col. ;58 x 44 cm. on sheet 81 x 92 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/gq1625.","productDescription":"1 map :col. ;58 x 44 cm. on sheet 81 x 92 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":102699,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_1149.htm","linkFileType":{"id":5,"text":"html"},"description":"1149"},{"id":249532,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1625/report.pdf","size":"70","linkFileType":{"id":1,"text":"pdf"}},{"id":253097,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1625/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.25,40.5 ], [ -105.25,40.6175 ], [ -105.11749999999999,40.6175 ], [ -105.11749999999999,40.5 ], [ -105.25,40.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697d89","contributors":{"authors":[{"text":"Braddock, William A.","contributorId":61010,"corporation":false,"usgs":true,"family":"Braddock","given":"William","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":268851,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Calvert, R.H.","contributorId":95889,"corporation":false,"usgs":true,"family":"Calvert","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":268853,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"O’Connor, J. T.","contributorId":92266,"corporation":false,"usgs":true,"family":"O’Connor","given":"J.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":268852,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Swann, G.A.","contributorId":8859,"corporation":false,"usgs":true,"family":"Swann","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":268850,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":38302,"text":"ofr89300F - 1989 - Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:09:49","indexId":"ofr89300F","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":"89-300","chapter":"F","title":"Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska","language":"ENGLISH","doi":"10.3133/ofr89300F","usgsCitation":"Townshend, J.B., O’Connell, R.V., and Varner, C.A., 1989, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: U.S. Geological Survey Open-File Report 89-300, 19 p. ill. ;28 cm., https://doi.org/10.3133/ofr89300F.","productDescription":"19 p. ill. ;28 cm.","costCenters":[],"links":[{"id":164777,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0300f/report-thumb.jpg"},{"id":64674,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0300f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a2d4","contributors":{"authors":[{"text":"Townshend, John B.","contributorId":70383,"corporation":false,"usgs":true,"family":"Townshend","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":219568,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Connell, R. V.","contributorId":88755,"corporation":false,"usgs":true,"family":"O’Connell","given":"R.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":219569,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Varner, Carol Ann","contributorId":66705,"corporation":false,"usgs":true,"family":"Varner","given":"Carol","email":"","middleInitial":"Ann","affiliations":[],"preferred":false,"id":219567,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":3626,"text":"cir1030 - 1989 - Water resources in the twenty-first century; a study of the implications of climate uncertainty","interactions":[{"subject":{"id":15090,"text":"ofr88472 - 1988 - Water resources in the twenty-first century; a study of the implications of climate uncertainty","indexId":"ofr88472","publicationYear":"1988","noYear":false,"title":"Water resources in the twenty-first century; a study of the implications of climate uncertainty"},"predicate":"SUPERSEDED_BY","object":{"id":3626,"text":"cir1030 - 1989 - Water resources in the twenty-first century; a study of the implications of climate uncertainty","indexId":"cir1030","publicationYear":"1989","noYear":false,"title":"Water resources in the twenty-first century; a study of the implications of climate uncertainty"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"cir1030","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1030","title":"Water resources in the twenty-first century; a study of the implications of climate uncertainty","docAbstract":"The interactions of the water resources on and within the surface of the Earth with the atmosphere that surrounds it are exceedingly complex. Increased uncertainty can be attached to the availability of water of usable quality in the 21st century, therefore, because of potential anthropogenic changes in the global climate system. For the U.S. Geological Survey to continue to fulfill its mission with respect to assessing the Nation's water resources, an expanded program to study the hydrologic implications of climate uncertainty will be required. The goal for this program is to develop knowledge and information concerning the potential water-resources implications for the United States of uncertainties in climate that may result from both anthropogenic and natural changes of the Earth's atmosphere. Like most past and current water-resources programs of the Geological Survey, the climate-uncertainty program should be composed of three elements: (1) research, (2) data collection, and (3) interpretive studies. However, unlike most other programs, the climate-uncertainty program necessarily will be dominated by its research component during its early years. \r\n\r\nCritical new concerns to be addressed by the research component are (1) areal estimates of evapotranspiration, (2) hydrologic resolution within atmospheric (climatic) models at the global scale and at mesoscales, (3) linkages between hydrology and climatology, and (4) methodology for the design of data networks that will help to track the impacts of climate change on water resources. Other ongoing activities in U.S. Geological Survey research programs will be enhanced to make them more compatible with climate-uncertainty research needs. \r\n\r\nThe existing hydrologic data base of the Geological Survey serves as a key element in assessing hydrologic and climatologic change. However, this data base has evolved in response to other needs for hydrologic information and probably is not as sensitive to climate change as is desirable. Therefore, as measurement and network-design methodologies are improved to account for climate-change potential, new data-collection activities will be added to the existing programs. One particular area of data-collection concern pertains to the phenomenon of evapotranspiration. \r\n\r\nInterpretive studies of the hydrologic implications of climate uncertainty will be initiated by establishing several studies at the river-basin scale in diverse hydroclimatic and demographic settings. These studies will serve as tests of the existing methodologies for studying the impacts of climate change and also will help to define subsequent research priorities. A prototype for these studies was initiated in early 1988 in the Delaware River basin.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir1030","usgsCitation":"Moss, M.E., and Lins, H.F., 1989, Water resources in the twenty-first century; a study of the implications of climate uncertainty: U.S. Geological Survey Circular 1030, vi, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir1030.","productDescription":"vi, 25 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1989/1030/report-thumb.jpg"},{"id":30669,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1989/1030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0951","contributors":{"authors":[{"text":"Moss, Marshall E.","contributorId":6830,"corporation":false,"usgs":true,"family":"Moss","given":"Marshall","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":147282,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lins, Harry F. 0000-0001-5385-9247 hlins@usgs.gov","orcid":"https://orcid.org/0000-0001-5385-9247","contributorId":1505,"corporation":false,"usgs":true,"family":"Lins","given":"Harry","email":"hlins@usgs.gov","middleInitial":"F.","affiliations":[{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"preferred":true,"id":147281,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3813,"text":"cir1029 - 1989 - National and regional trends in water-well drilling in the United States, 1964-84","interactions":[],"lastModifiedDate":"2012-02-02T00:05:39","indexId":"cir1029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1029","title":"National and regional trends in water-well drilling in the United States, 1964-84","docAbstract":"Information on national and regional water-well drilling activity is important for water-resource planning and management and for water-related equipment marketing. This report describes a study to analyze drilling trends on the basis of data for selected years from 1964 through 1984. The study focused primarily on the years 1964 and 1980-84 but also included data from 1960. \r\n\r\nApproximately 397,000 water wells were drilled in the United States in 1984. Seven States, Florida, Texas, New York, Michigan, North Carolina, Virginia, and Ohio, accounted for 39 percent of all the wells drilled in the United States in 1984. Florida led the Nation in drilling activity with 45,600 new wells. The 1984 national drilling total was 2.6 percent greater than the total for 1980 (387,000) and 8.5 percent less than the total for 1964 (434,000). However, these moderate differences do not reflect substantial year-to-year fluctuations that may have occurred during that 20-year period. \r\n\r\nQualitative comparisons suggest that drilling activity for a given year is closely related to the number of housing starts for that year. If so, there may have been peaks in drilling activity in 1972 and 1977-78 (corresponding to peaks in housing starts) that are not identified in this study because of a lack of available well-drilling data for those years. Well-drilling data for 1964 and the 1980-84 period probably represent a low to moderate level of drilling activity and, if compared to earlier data, suggest that there has been no substantial growth or decline in the water-well industry as a whole since the 1940's.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir1029","usgsCitation":"Hindall, S.M., and Eberle, M., 1989, National and regional trends in water-well drilling in the United States, 1964-84: U.S. Geological Survey Circular 1029, iii, 15 p. :ill. ;28 cm., https://doi.org/10.3133/cir1029.","productDescription":"iii, 15 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123207,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1989/1029/report-thumb.jpg"},{"id":30883,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1989/1029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b15ec","contributors":{"authors":[{"text":"Hindall, S. M.","contributorId":59414,"corporation":false,"usgs":true,"family":"Hindall","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":147653,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eberle, Michael","contributorId":39770,"corporation":false,"usgs":true,"family":"Eberle","given":"Michael","email":"","affiliations":[],"preferred":false,"id":147652,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28555,"text":"wri894156 - 1989 - Tritium concentrations in flow from selected springs that discharge to the Snake River, Twin Falls-Hagerman area, Idaho","interactions":[],"lastModifiedDate":"2022-12-14T22:29:43.859777","indexId":"wri894156","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":"89-4156","title":"Tritium concentrations in flow from selected springs that discharge to the Snake River, Twin Falls-Hagerman area, Idaho","docAbstract":"<p>Concern has been expressed that some of the approximately 30,900 curies of tritium disposed to the Snake River Plain aquifer from 1952 to 1988 at the INEL (Idaho National Engineering Laboratory) have migrated to springs discharging to the Snake River in the Twin Falls-Hagerman area. To document tritium concentrations in springflow, 17 springs were sampled in November 1988 and 19 springs were sampled in March 1989. Tritium concentrations were less than the minimum detectable concentration of 0.5 pCi/mL (picocuries/mL) in November 1988 and less than the minimum detectable concentration of 0.2 pCi/mL in March 1989; the minimum detectable concentration was smaller in March 1989 owing to a longer counting time in the liquid scintillation system. The maximum contaminant level of tritium in drinking water as established by the U.S. Environmental Protection Agency is 20 pCi/mL. U.S. Environmental Protection Agency sample analyses indicate that the tritium concentration has decreased in the Snake River near Buhl since the 1970's. In 1974-79, tritium concentrations were less than 0.3 +/-0.2 pCi/mL in 3 of 20 samples; in 1983-88, 17 of 23 samples contained less than 0.3 +/-0.2 pCi/mL of tritium; the minimum detectable concentration is 0.2 pCi/mL. On the basis of decreasing tritium concentrations in the Snake River, their correlation to cessation of atmospheric weapons tests tritium concentrations in springflow less than the minimum detectable concentration, and the distribution of tritium in groundwater at the INEL, aqueous disposal of tritium at the INEL has had no measurable effect on tritium concentrations in springflow from the Snake River Plain aquifer and in the Snake River near Buhl.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894156","usgsCitation":"Mann, L., 1989, Tritium concentrations in flow from selected springs that discharge to the Snake River, Twin Falls-Hagerman area, Idaho: U.S. Geological Survey Water-Resources Investigations Report 89-4156, iv, 20 p., https://doi.org/10.3133/wri894156.","productDescription":"iv, 20 p.","costCenters":[],"links":[{"id":410514,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47244.htm","linkFileType":{"id":5,"text":"html"}},{"id":57387,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4156/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159329,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4156/report-thumb.jpg"}],"country":"United States","state":"Idaho","city":"Hagerman, Twin Falls","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -114.05923867756468,\n              42.753950051193186\n            ],\n            [\n              -114.78433360644462,\n              42.753950051193186\n            ],\n            [\n              -114.78433360644462,\n              42.5308028609804\n            ],\n            [\n              -114.05923867756468,\n              42.5308028609804\n            ],\n            [\n              -114.05923867756468,\n              42.753950051193186\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4ae8","contributors":{"authors":[{"text":"Mann, L. J.","contributorId":39392,"corporation":false,"usgs":true,"family":"Mann","given":"L. J.","affiliations":[],"preferred":false,"id":200018,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27909,"text":"wri884090 - 1989 - Test holes for monitoring surface-water/ground-water relations in the Cottonwood Creek area, Shasta and Tehama Counties, California, 1984-85","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri884090","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":"88-4090","title":"Test holes for monitoring surface-water/ground-water relations in the Cottonwood Creek area, Shasta and Tehama Counties, California, 1984-85","docAbstract":"Ten test holes were drilled to obtain hydrogeologic information for an investigation of stream-aquifer interaction near proposed damsites on Cottonwood Creek and South Fork Cottonwood Creek, California. At each site, one deep well was completed below the first confining clay encountered in the upper Tehama Formation to determine hydraulic gradients between water-bearing deposits in the Tehama Formation and overlying channel deposits. At three sites along Cottonwood Creek, two shallow wells were drilled at each site on a line perpendicular to the stream channel to determine if groundwater in channel deposits is moving toward or away from the stream channel and to monitor water levels. Geophysical logs were correlated with lithologic logs compiled from analyses of drill cuttings to determine depths for setting well screens. After pumping to confirm hydraulic connection between each well and the Tehama Formation, water levels were monitored monthly from June 1984 to June 1985; at two sites, water levels were above the altitude of the stream channel bottom during all streamflow conditions. Tritium dating indicates two wells have water more than 100 years old; one well has either a mixture of old and new water or an intermediate-aged water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884090","usgsCitation":"Johnson, M.J., Houston, E., and Neil, J.M., 1989, Test holes for monitoring surface-water/ground-water relations in the Cottonwood Creek area, Shasta and Tehama Counties, California, 1984-85: U.S. Geological Survey Water-Resources Investigations Report 88-4090, iv, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884090.","productDescription":"iv, 28 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158653,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4090/report-thumb.jpg"},{"id":56727,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d85","contributors":{"authors":[{"text":"Johnson, M. J.","contributorId":52988,"corporation":false,"usgs":true,"family":"Johnson","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198882,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Houston, E.R.","contributorId":67551,"corporation":false,"usgs":true,"family":"Houston","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":198883,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Neil, J. M.","contributorId":27464,"corporation":false,"usgs":true,"family":"Neil","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198881,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":67097,"text":"i1894 - 1989 - Historic trail maps of the Sterling 1° x 2° quadrangle, northeastern Colorado","interactions":[],"lastModifiedDate":"2021-10-22T21:55:20.903255","indexId":"i1894","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1894","title":"Historic trail maps of the Sterling 1° x 2° quadrangle, northeastern Colorado","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1894","usgsCitation":"Scott, G., 1989, Historic trail maps of the Sterling 1° x 2° quadrangle, northeastern Colorado: U.S. Geological Survey IMAP 1894, Report: 23 p.; 2 Plates: 29.22 x 22.68 inches and 28.25 x 22.20 inches, https://doi.org/10.3133/i1894.","productDescription":"Report: 23 p.; 2 Plates: 29.22 x 22.68 inches and 28.25 x 22.20 inches","costCenters":[],"links":[{"id":390877,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9973.htm"},{"id":189385,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1894/report-thumb.jpg"},{"id":91646,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1894/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":256451,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1894/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":256452,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1894/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Colorado","otherGeospatial":"Sterling 1° x 2° quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104,40 ], [ -104,41 ], [ -102,41 ], [ -102,40 ], [ -104,40 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db6885ac","contributors":{"authors":[{"text":"Scott, G. R.","contributorId":61398,"corporation":false,"usgs":true,"family":"Scott","given":"G. R.","affiliations":[],"preferred":false,"id":275595,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":67108,"text":"i1803A - 1989 - Map showing exposures of limonitic rocks and hydrothermally altered rocks in the Dillon 1 degree by 2 degrees Quadrangle, Idaho and Montana","interactions":[],"lastModifiedDate":"2012-02-10T00:11:15","indexId":"i1803A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1803","subseriesTitle":"NONE","chapter":"A","title":"Map showing exposures of limonitic rocks and hydrothermally altered rocks in the Dillon 1 degree by 2 degrees Quadrangle, Idaho and Montana","language":"ENGLISH","doi":"10.3133/i1803A","usgsCitation":"Segal, D.B., and Rowan, L.C., 1989, Map showing exposures of limonitic rocks and hydrothermally altered rocks in the Dillon 1 degree by 2 degrees Quadrangle, Idaho and Montana: U.S. Geological Survey IMAP 1803, 1 map :col. ;45 x 63 cm., on sheet 59 x 104 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1803A.","productDescription":"1 map :col. ;45 x 63 cm., on sheet 59 x 104 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":107132,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9924.htm","linkFileType":{"id":5,"text":"html"},"description":"9924"},{"id":188041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114,45 ], [ -114,46 ], [ -112,46 ], [ -112,45 ], [ -114,45 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c869","contributors":{"authors":[{"text":"Segal, D. B.","contributorId":60236,"corporation":false,"usgs":true,"family":"Segal","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":275616,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rowan, L. C.","contributorId":40584,"corporation":false,"usgs":true,"family":"Rowan","given":"L.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":275615,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28947,"text":"wri894021 - 1989 - Hydrogeology of the Canal Creek area, Aberdeen Proving Ground, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri894021","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":"89-4021","title":"Hydrogeology of the Canal Creek area, Aberdeen Proving Ground, Maryland","docAbstract":"Geologic and borehole geophysical logs made at 77 sites show that the hydrogeologic framework of the study area consists of a sequence of unconsolidated sediments typical of the Coastal Plain of Maryland. Three aquifers and two confining units were delineated within the study area. From the surface down, they are: (1) the surficial aquifer; (2) the upper confining unit; (3) the Canal Creek aquifer; (4) the lower confining unit; and (5) the lower confined aquifer. The aquifer materials range from fine sand to coarse sand and gravel. Clay lenses were commonly found interfingered with the sand, isolating parts of the aquifers. All the units are continuous throughout the study area except for the upper confining unit, which crops out within the study area but is absent in updip outcrops. The unit also is absent within a Pleistocene paleochannel, where it has been eroded. The surficial and Canal Creek aquifers are hydraulically connected where the upper confining unit is absent, and a substantial amount of groundwater may flow between the two aquifers. Currently, no pumping stresses are known to affect the aquifers within the study area. Under current conditions, downward vertical hydraulic gradients prevail at topographic highs, and upward gradients typically prevail near surface-water bodies. Regionally, the direction of groundwater flow in the confined aquifers is to the east and southeast. Significant water level fluctuations correspond with seasonal variations in rainfall, and minor daily fluctuations reflect tidal cycles. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894021","usgsCitation":"Oliveros, J., and Vroblesky, D., 1989, Hydrogeology of the Canal Creek area, Aberdeen Proving Ground, Maryland: U.S. Geological Survey Water-Resources Investigations Report 89-4021, v, 50 p. :ill. ;28 cm., https://doi.org/10.3133/wri894021.","productDescription":"v, 50 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4021/report-thumb.jpg"},{"id":57824,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db6850b8","contributors":{"authors":[{"text":"Oliveros, J.P.","contributorId":93515,"corporation":false,"usgs":true,"family":"Oliveros","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":200661,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vroblesky, D.A.","contributorId":101691,"corporation":false,"usgs":true,"family":"Vroblesky","given":"D.A.","affiliations":[],"preferred":false,"id":200662,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":67121,"text":"i1924 - 1989 - Geologic map of Precambrian rocks of Rice Lake 1 degree by 2 degrees Quadrangle, northern Wisconsin","interactions":[],"lastModifiedDate":"2012-02-10T00:11:03","indexId":"i1924","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1924","subseriesTitle":"NONE","title":"Geologic map of Precambrian rocks of Rice Lake 1 degree by 2 degrees Quadrangle, northern Wisconsin","language":"ENGLISH","doi":"10.3133/i1924","usgsCitation":"Sims, P., 1989, Geologic map of Precambrian rocks of Rice Lake 1 degree by 2 degrees Quadrangle, northern Wisconsin: U.S. Geological Survey IMAP 1924, 1 map :col. ;44 x 63 cm., on sheet 78 x 102 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1924.","productDescription":"1 map :col. ;44 x 63 cm., on sheet 78 x 102 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":107182,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10002.htm","linkFileType":{"id":5,"text":"html"},"description":"10002"},{"id":189405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -92,45 ], [ -92,46 ], [ -90,46 ], [ -90,45 ], [ -92,45 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2c42","contributors":{"authors":[{"text":"Sims, P.K.","contributorId":30191,"corporation":false,"usgs":true,"family":"Sims","given":"P.K.","email":"","affiliations":[],"preferred":false,"id":275631,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28836,"text":"wri884173_1989 - 1989 - Water resources and aquifer yields in the Charles River basin, Massachusetts","interactions":[],"lastModifiedDate":"2021-02-19T13:06:54.889602","indexId":"wri884173_1989","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":"88-4173","title":"Water resources and aquifer yields in the Charles River basin, Massachusetts","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884173_1989","usgsCitation":"Myette, C., and Simcox, A., 1989, Water resources and aquifer yields in the Charles River basin, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 88-4173, vi, 53 p., https://doi.org/10.3133/wri884173_1989.","productDescription":"vi, 53 p.","costCenters":[],"links":[{"id":159364,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4173_1989/report-thumb.jpg"},{"id":57712,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4173_1989/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts","otherGeospatial":"Charles River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.22779846191406,\n              42.32352412281155\n            ],\n            [\n              -71.03965759277344,\n              42.32352412281155\n            ],\n            [\n              -71.03965759277344,\n              42.38898005764399\n            ],\n            [\n              -71.22779846191406,\n              42.38898005764399\n            ],\n            [\n              -71.22779846191406,\n              42.32352412281155\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f93bc","contributors":{"authors":[{"text":"Myette, C. F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":200484,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simcox, A.C.","contributorId":46134,"corporation":false,"usgs":true,"family":"Simcox","given":"A.C.","affiliations":[],"preferred":false,"id":200483,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26404,"text":"wri884126 - 1989 - A vertically averaged spectral model for tidal circulation in estuaries","interactions":[],"lastModifiedDate":"2016-07-26T16:38:54","indexId":"wri884126","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":"88-4126","title":"A vertically averaged spectral model for tidal circulation in estuaries","docAbstract":"<p>A frequency dependent computer model based on the two-dimensional vertically averaged shallow-water equations is described for general purpose application in tidally dominated embayments. This model simulates the response of both tides and tidal currents to user-specified geometries and boundary conditions. The mathematical formulation and practical application of the model are discussed in detail. Salient features of the model include the ability to specify: (1) stage at the open boundaries as well as within the model grid, (2) velocities on open boundaries (river inflows and so forth), (3) spatially variable wind stress, and (4) spatially variable bottom friction. Using harmonically analyzed field data as boundary conditions, this model can be used to make real time predictions of tides and tidal currents. (USGS)</p>","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri884126","usgsCitation":"Burau, J., and Cheng, R.T., 1989, A vertically averaged spectral model for tidal circulation in estuaries: U.S. Geological Survey Water-Resources Investigations Report 88-4126, iv, 31 p. :ill. ;28 cm., https://doi.org/10.3133/wri884126.","productDescription":"iv, 31 p. :ill. ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":122831,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4126/report-thumb.jpg"},{"id":55194,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a52e5","contributors":{"authors":[{"text":"Burau, J.R. 0000-0002-5196-5035","orcid":"https://orcid.org/0000-0002-5196-5035","contributorId":7307,"corporation":false,"usgs":true,"family":"Burau","given":"J.R.","affiliations":[],"preferred":false,"id":196330,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cheng, R. T.","contributorId":23138,"corporation":false,"usgs":false,"family":"Cheng","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196331,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28438,"text":"wri884095 - 1989 - Withdrawals and consumptive use of water in Pennsylvania, 1984","interactions":[],"lastModifiedDate":"2022-12-02T22:36:58.350085","indexId":"wri884095","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":"88-4095","title":"Withdrawals and consumptive use of water in Pennsylvania, 1984","docAbstract":"Total accountable water withdrawals in Pennsylvania during 1984 were 14,033.66 Mga/d (million gallons per day); of that total, 5.2 percent (729.53 Mgal/d) was supplied from ground-water sources in 94.8 percent (13,302.12 Mgal/d) was supplied from surface-water sources. Thermoelectric power generation accounted for 71 percent of the total withdrawals (10,010.60 Mgal/d); this was followed by self-supplied industry, 15 percent (2,055.63 Mgal/d); public supply, 11 percent (1,600.02 Mgal/d); mining (147.73 Mgal/d), self- supplied domestic use (131.63 Mgal/d), livestock and poultry (83.52 Mgal/d) and irrigation (4.52 Mgal/d) collectively made up 3 percent. Total consumptive use of water was 615.22 Mgal/d; self-supplied industry is responsible for the greatest consumptive use--185.53 Mgal/d.\r\n\r\n      Trends in water withdrawals from 1950 to 1984 were examined for public supply, thermoelectric power generation and self-supplied industry. Total population and water withdrawals for public supply gradual increased in those years, whereas withdrawals for self-supplied industry and power generation increased until 1970 and then decreased.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884095","usgsCitation":"Loper, C.A., Lent, S.D., and Wetzel, K.L., 1989, Withdrawals and consumptive use of water in Pennsylvania, 1984: U.S. Geological Survey Water-Resources Investigations Report 88-4095, iv, 50 p., https://doi.org/10.3133/wri884095.","productDescription":"iv, 50 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":410028,"rank":2,"type":{"id":36,"text":"NGMDB Index 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