{"pageNumber":"1805","pageRowStart":"45100","pageSize":"25","recordCount":68936,"records":[{"id":27603,"text":"wri904046 - 1990 - Water-quality trends in New Jersey streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri904046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4046","title":"Water-quality trends in New Jersey streams","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open- File Reports [distributor],","doi":"10.3133/wri904046","usgsCitation":"Hay, L., and Campbell, J., 1990, Water-quality trends in New Jersey streams: U.S. Geological Survey Water-Resources Investigations Report 90-4046, v, 297 p. :ill. (some col.) ;28 cm., https://doi.org/10.3133/wri904046.","productDescription":"v, 297 p. :ill. (some col.) ;28 cm.","costCenters":[],"links":[{"id":158777,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4046/report-thumb.jpg"},{"id":56470,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e5413","contributors":{"authors":[{"text":"Hay, L.E.","contributorId":54253,"corporation":false,"usgs":true,"family":"Hay","given":"L.E.","email":"","affiliations":[],"preferred":false,"id":198398,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Campbell, J.P.","contributorId":80310,"corporation":false,"usgs":true,"family":"Campbell","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":198399,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26782,"text":"wri884124 - 1990 - Geohydrology and water quality of confined-drift aquifers in the Brooten-Belgrade area, west-central Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T10:29:13","indexId":"wri884124","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-4124","title":"Geohydrology and water quality of confined-drift aquifers in the Brooten-Belgrade area, west-central Minnesota","docAbstract":"<p>Confined-drift aquifers in six aquifer zones identified in a 1,300-square-mile area of west-central Minnesota near Brooten and Belgrade range in thickness from 5 to 110 feet. Transmissivities generally range from 500 to 10,000 feet squared per day, and theoretical well yields generally range from 100 to 900 gallons per minute.</p>\n<p>Regional ground-water flow in the confined-drift aquifers is to the southeast with local discharge to the East and Middle Branches of the Chippewa River, the North Fork Crow and Sauk Rivers, and to smaller streams, lakes, wetlands, and wells. Water levels near high-capacity pumped wells generally fluctuate 5 to 40 feet annually, compared to annual fluctuations of less than 5 feet in the unconfined aquifer.</p>\n<p>Water from confined-drift aquifers generally is suitable for most uses. The water is hard to very hard and contains locally elevated concentrations of iron, manganese, and dissolved solids.</p>\n<p>Results from a ground-water-flow model indicate that increased pumping from confined aquifers in the area would not adversely affect water levels. The addition of 10 to 20 hypothetical wells, pumping 123 to 246 million gallons per year, generally resulted in regional water-level declines of 0.1 to 1.0 feet. Simulations showed that the reduced recharge and increased pumping resulting from a 3-year drought probably would lower water levels between 5 and 10 feet regionally in the confined-drift aquifers and as much as 20 feet locally in the unconfined aquifer. Ground-water discharge to the East Branch Chippewa and North Fork Crow Rivers during the simulated drought would be reduced by 38 percent of 1984 conditions.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri884124","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources and the Western Minnesota Resource Conservation and Development Association","usgsCitation":"Delin, G., 1990, Geohydrology and water quality of confined-drift aquifers in the Brooten-Belgrade area, west-central Minnesota: U.S. Geological Survey Water-Resources Investigations Report 88-4124, vii, 138 p., https://doi.org/10.3133/wri884124.","productDescription":"vii, 138 p.","numberOfPages":"145","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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,{"id":27692,"text":"wri904048 - 1990 - PRECONDITIONED CONJUGATE-GRADIENT 2 (PCG2), a computer program for solving ground-water flow equations","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri904048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4048","title":"PRECONDITIONED CONJUGATE-GRADIENT 2 (PCG2), a computer program for solving ground-water flow equations","docAbstract":"This report documents PCG2 : a numerical code to be used with the U.S. Geological Survey modular three-dimensional, finite-difference, ground-water flow model . PCG2 uses the preconditioned conjugate-gradient method to solve the equations produced by the model for hydraulic head. Linear or nonlinear flow conditions may be simulated. PCG2 includes two reconditioning options : modified incomplete Cholesky preconditioning, which is efficient on scalar computers; and polynomial preconditioning, which requires less computer storage and, with modifications that depend on the computer used, is most efficient on vector computers . Convergence of the solver is determined using both head-change and residual criteria. Nonlinear problems are solved using Picard iterations. This documentation provides a description of the preconditioned conjugate gradient method and the two preconditioners, detailed instructions for linking PCG2 to the modular model, sample data inputs, a brief description of PCG2, and a FORTRAN listing.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section,","doi":"10.3133/wri904048","usgsCitation":"Hill, M.C., 1990, PRECONDITIONED CONJUGATE-GRADIENT 2 (PCG2), a computer program for solving ground-water flow equations: U.S. Geological Survey Water-Resources Investigations Report 90-4048, iii, 43 p. :ill. ;28 cm., https://doi.org/10.3133/wri904048.","productDescription":"iii, 43 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2226,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri904048/","linkFileType":{"id":5,"text":"html"}},{"id":126811,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_90_4048.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689e20","contributors":{"authors":[{"text":"Hill, Mary C. mchill@usgs.gov","contributorId":974,"corporation":false,"usgs":true,"family":"Hill","given":"Mary","email":"mchill@usgs.gov","middleInitial":"C.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":198547,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27602,"text":"wri894163 - 1990 - Effects of land-use buffer size on Spearman's partial correlations of land use and shallow ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri894163","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4163","title":"Effects of land-use buffer size on Spearman's partial correlations of land use and shallow ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894163","usgsCitation":"Hay, L., and Battaglin, W., 1990, Effects of land-use buffer size on Spearman's partial correlations of land use and shallow ground-water quality: U.S. Geological Survey Water-Resources Investigations Report 89-4163, v, 28 p. :ill. ;28 cm., https://doi.org/10.3133/wri894163.","productDescription":"v, 28 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":120161,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4163/report-thumb.jpg"},{"id":56469,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4163/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611d2b","contributors":{"authors":[{"text":"Hay, L.E.","contributorId":54253,"corporation":false,"usgs":true,"family":"Hay","given":"L.E.","email":"","affiliations":[],"preferred":false,"id":198397,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Battaglin, W.A.","contributorId":16376,"corporation":false,"usgs":true,"family":"Battaglin","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":198396,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28587,"text":"wri894185 - 1990 - Effects of storm runoff on water quality in the White River and Fall Creek, Indianapolis, Indiana, June through October 1986 and 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri894185","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4185","title":"Effects of storm runoff on water quality in the White River and Fall Creek, Indianapolis, Indiana, June through October 1986 and 1987","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Report Section [distributor],","doi":"10.3133/wri894185","usgsCitation":"Martin, J., and Craig, R., 1990, Effects of storm runoff on water quality in the White River and Fall Creek, Indianapolis, Indiana, June through October 1986 and 1987: U.S. Geological Survey Water-Resources Investigations Report 89-4185, vii, 114 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894185.","productDescription":"vii, 114 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119776,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4185/report-thumb.jpg"},{"id":57415,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4185/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6115bc","contributors":{"authors":[{"text":"Martin, Jeffrey D.","contributorId":40609,"corporation":false,"usgs":true,"family":"Martin","given":"Jeffrey D.","affiliations":[],"preferred":false,"id":200072,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Craig, R.A.","contributorId":66740,"corporation":false,"usgs":true,"family":"Craig","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":200073,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26996,"text":"wri904130 - 1990 - The computer model SHARP, a quasi-three-dimensional finite-difference model to simulate freshwater and saltwater flow in layered coastal aquifer systems","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri904130","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4130","title":"The computer model SHARP, a quasi-three-dimensional finite-difference model to simulate freshwater and saltwater flow in layered coastal aquifer systems","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904130","usgsCitation":"Essaid, H., 1990, The computer model SHARP, a quasi-three-dimensional finite-difference model to simulate freshwater and saltwater flow in layered coastal aquifer systems: U.S. Geological Survey Water-Resources Investigations Report 90-4130, xi, 181 p. :ill. ;28 cm., https://doi.org/10.3133/wri904130.","productDescription":"xi, 181 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4130/report-thumb.jpg"},{"id":55884,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4130/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668b50","contributors":{"authors":[{"text":"Essaid, H.I.","contributorId":22342,"corporation":false,"usgs":true,"family":"Essaid","given":"H.I.","email":"","affiliations":[],"preferred":false,"id":197380,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27954,"text":"wri894162 - 1990 - Lithology of basin-fill deposits in the Albuquerque-Belen basin, New Mexico","interactions":[],"lastModifiedDate":"2023-03-14T21:47:58.818772","indexId":"wri894162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4162","title":"Lithology of basin-fill deposits in the Albuquerque-Belen basin, New Mexico","docAbstract":"<p>Sediments that fill the Albuquerque-Belen basin in central New Mexico comprise an aquifer that supplies water to approximately one-third the population of the State. Analysis of driller 's logs and geophysical logs indicate that an area of fine-grained deposits generally underlies the west-central part of the basin. Coarse-grained deposits are concentrated primarily along the axis of the north-central part of the basin. Mixed lithologic textures are present in the rest of the basin and are especially pronounced in the east-central part. Lithologic interpretation of borehole-geophysical logs were used to construct 10 lithologic sections. These sections show that the upper part of the basin fill consists mostly of sandy lenses alternating with clayey or silty lenses.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894162","usgsCitation":"Kaehler, C., 1990, Lithology of basin-fill deposits in the Albuquerque-Belen basin, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 89-4162, Report: iv, 14 p.; 3 Plates: 37.71 x 24.83 inches or smaller, https://doi.org/10.3133/wri894162.","productDescription":"Report: iv, 14 p.; 3 Plates: 37.71 x 24.83 inches or smaller","costCenters":[],"links":[{"id":56762,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4162/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56761,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4162/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56760,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4162/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56759,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4162/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120146,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4162/report-thumb.jpg"},{"id":414144,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47249.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New Mexico","otherGeospatial":"Albuquerque-Belen basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -106.2167,\n              34.2128\n            ],\n            [\n              -106.2167,\n              35.6333\n            ],\n            [\n              -107.2278,\n              35.6333\n            ],\n            [\n              -107.2278,\n              34.2128\n            ],\n            [\n              -106.2167,\n              34.2128\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635da5","contributors":{"authors":[{"text":"Kaehler, C. A.","contributorId":59469,"corporation":false,"usgs":true,"family":"Kaehler","given":"C. A.","affiliations":[],"preferred":false,"id":198962,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26644,"text":"wri884209 - 1990 - Use of paleoflood investigations to improve flood-frequency analyses of plains streams in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri884209","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-4209","title":"Use of paleoflood investigations to improve flood-frequency analyses of plains streams in Wyoming","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri884209","usgsCitation":"Cooley, M.E., 1990, Use of paleoflood investigations to improve flood-frequency analyses of plains streams in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 88-4209, vii, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884209.","productDescription":"vii, 75 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158388,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4209/report-thumb.jpg"},{"id":55522,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4209/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685892","contributors":{"authors":[{"text":"Cooley, M. E.","contributorId":89868,"corporation":false,"usgs":true,"family":"Cooley","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196761,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27748,"text":"wri904015 - 1990 - Recharge rates and aquifer hydraulic characteristics for selected drainage basins in middle and east Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri904015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4015","title":"Recharge rates and aquifer hydraulic characteristics for selected drainage basins in middle and east Tennessee","docAbstract":"Quantitative information concerning aquifer hydrologic and hydraulic characteristics is needed to manage the development of ground-water resources. These characteristics are poorly defined for the bedrock aquifers in Middle and East Tennessee where demand for water is increasing. This report presents estimates of recharge rate, storage coefficient, diffusivity, and transmissivity for representative drainage basins in Middle and East Tennessee, as determined from analyses of stream-aquifer interactions. The drainage basins have been grouped according to the underlying major aquifer, then statistical descriptions applied to each group, in order to define area1 distribution of these characteristics.\r\n\r\nAquifer recharge rates are estimated for representative low, average, and high flow years for 63 drainage basins using hydrograph analysis techniques. Net annual recharge during average flow years for all basins ranges from 4.1 to 16.8 in/yr (inches per year), with a mean value of 7.3 in. In general, recharge rates are highest for basins underlain by the Blue Ridge aquifer (mean value11.7 in/yr) and lowest for basins underlain by the Central Basin aquifer (mean value 5.6 in/yr). Mean recharge values for the Cumberland Plateau, Highland Rim, and Valley and Ridge aquifers are 6.5, 7.4, and 6.6 in/yr, respectively.\r\n\r\nGravity drainage characterizes ground-water flow in most surficial bedrock aquifer in Tennessee. Accordingly, a gravity yield analysis, which compares concurrent water-level and streamflow hydrographs, was used to estimate aquifer storage coefficient for nine study basins. The basin estimates range from 0.002 to 0.140; however, most estimates are within a narrow range of values, from 0.01 to 0.025. Accordingly, storage coefficient is estimated to be 0.01 for all aquifers in Middle and East Tennessee, with the exception of the aquifer in the inner part of the Central Basin, for which storage coefficient is estimated to be 0.002.\r\n\r\nEstimates of aquifer hydraulic diffusivity are derived from estimates of the streamflow recession index and drainage density for 75 drainage basins; values range from 3,300 to 130,000 ft^2/d (feet squared per day). Basin-specific and site-specific estimates of transmissivity are computed from estimates of hydraulic diffusivity and specific-capacity test data, respectively. Basin-specific, or areal, estimates of transmissivity range from 22 to 1,300 ft^2/d, with a mean of 240 ft^2/d In general, areal transmissivity is highest for basins underlain by the Cumberland Plateau aquifer (mean value 480 ft^2/d) and lowest for basins underlain by the Central Basin aquifer (mean value 79 ft^2/d). Mean transmissivity values for the Highland Rim, Valley and Ridge, and Blue Ridge aquifer are 320,140, and 120 ft^2/d respectively. Site-specific estimates of transmissivity, computed from specific-capacity data from 118 test wells in Middle and East Tennessee range from 2 to 93,000 ft^2/d with a mean of 2,600 ft^2/d Mean transmissivity values for the Cumberland Plateau, Highland Rim, Central Basin, Valley and Ridge, and Blue Ridge aquifers are 2,800,1,200, 7,800, 390, and 65Oft Id, respectively.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri904015","usgsCitation":"Hoos, A., 1990, Recharge rates and aquifer hydraulic characteristics for selected drainage basins in middle and east Tennessee: U.S. Geological Survey Water-Resources Investigations Report 90-4015, iv, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904015.","productDescription":"iv, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2125,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri904015/","linkFileType":{"id":5,"text":"html"}},{"id":157951,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db655765","contributors":{"authors":[{"text":"Hoos, A.B.","contributorId":23572,"corporation":false,"usgs":true,"family":"Hoos","given":"A.B.","affiliations":[],"preferred":false,"id":198635,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27128,"text":"wri864195 - 1990 - Technique for estimating depths of 100-year floods in Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T11:24:39","indexId":"wri864195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"86-4195","title":"Technique for estimating depths of 100-year floods in Pennsylvania","docAbstract":"<p>Techniques are developed for estimating 100-year flood depths in natural channels of unregulated Pennsylvania streams that drain less than 2,200 square miles. Equations and graphs are presented relating the depth of the 100-year flood above median stage and drainage area in five defined hydrologic areas in the State. Another graph defines the relation between drainage area and median depth of flow over the low point of riffles. Thus 100-year depths on riffles can be estimated by summing depth values derived from two simple relations.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864195","usgsCitation":"Flippo, H.N., 1990, Technique for estimating depths of 100-year floods in Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 86-4195, Report: iv, 16 p.; 1 Plate: 21.38 x 16.49 inches, https://doi.org/10.3133/wri864195.","productDescription":"Report: iv, 16 p.; 1 Plate: 21.38 x 16.49 inches","numberOfPages":"21","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6975a6","contributors":{"authors":[{"text":"Flippo, Herbert N. Jr.","contributorId":36597,"corporation":false,"usgs":true,"family":"Flippo","given":"Herbert","suffix":"Jr.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":197600,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26984,"text":"wri884198 - 1990 - A digital simulation of the glacial-aquifer system in the northern three-fourths of Brown County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri884198","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"88-4198","title":"A digital simulation of the glacial-aquifer system in the northern three-fourths of Brown County, South Dakota","docAbstract":"A digital model was developed to simulate groundwater flow in a complex glacial-aquifer system that includes the Elm, Middle James, and Deep James aquifers in South Dakota. The average thickness of the aquifers ranges from 16 to 32 ft and the average hydraulic conductivity ranges from 240 to 300 ft/day. The maximum steady-state recharge to the aquifer system was estimated to be 7.0 in./yr, and the maximum potential steady- state evapotranspiration was estimated to be 35.4 in/yr. Maximum monthly recharge for 1985 ranged from zero in the winter to 2.5 in in May. The potential monthly evapotranspiration for 1985 ranged from zero in the winter to 7.0 in in July. The average difference between the simulated and observed water levels from steady-state conditions (pre-1983) was 0. 78 ft and the average absolute difference was 4.59 ft for aquifer layer 1 (the Elm aquifer) from 22 observation wells and 3.49 ft and 5.10 ft, respectively, for aquifer layer 2 (the Middle James aquifer) from 13 observation wells. The average difference between the simulated and observed water levels from simulated monthly potentiometric heads for 1985 in aquifer layer 1 ranged from -2.54 ft in July to 0.59 ft in May and in aquifer layer 2 ranged from -1.22 ft in April to 4.98 ft in November. Sensitivity analysis of the steady-state model indicates that it is most sensitive to changes in recharge and least sensitive to changes in hydraulic conductivity. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884198","usgsCitation":"Emmons, P., 1990, A digital simulation of the glacial-aquifer system in the northern three-fourths of Brown County, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 88-4198, v, 74 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884198.","productDescription":"v, 74 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123052,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4198/report-thumb.jpg"},{"id":55871,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4198/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed7c","contributors":{"authors":[{"text":"Emmons, P.J.","contributorId":60630,"corporation":false,"usgs":true,"family":"Emmons","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":197360,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27747,"text":"wri904044 - 1990 - Effects of storm-water runoff on local ground-water quality, Clarksville, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri904044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4044","title":"Effects of storm-water runoff on local ground-water quality, Clarksville, Tennessee","docAbstract":"Storm-related water-quality data were collected at a drainage-well site and at a spring site in Clarksville, Tennessee, to define the effects of storm-water runoff on the quality of ground water in the area. A dye-trace test verified the direct hydraulic connection between the drainage well and Mobley Spring. Samples of storm run off and spring flow were collected at these sites for nine storms during the period February to October 1988. Water samples were collected also from Mobley Spring and two other springs and two observation wells in the area during dry-weather conditions to assess the general quality of ground water in an urban karst terrain.\r\n\r\nEvaluation of the effect of storm-water runoff on the quality of local ground water is complicated by the presence of other sources of contaminants in the area Concentrations and load for most major constituents were much smaller in storm-water runoff at the drainage well than in the discharge of Mobley Spring, indicating that much of the chemical constituent load discharged from the spring comes from sources other than the drainage well. However, for some of the minor constituents associated with roadway runoff (arsenic, copper, lead, organic carbon, and oil and grease), the drainage well contributed relatively large amounts of these constituents to local ground water during storms. The close correlation between concentrations of total organic carbon and concentrations of most trace metals at the drainage-well and Mobley Spring sites indicates that these constituents are transported together. Many trace metals were flushed early during each runoff event.\r\n\r\nMean storm loads for copper, lead, zinc, and four nutrient species (total nitrogen, ammonia nitrogen, total phosphorus, and orthophosphorus) in storm-water runoff at the drainage-well site were lower than mean storm load predicted from an existing regression model. The overprediction by the model may be a result of the small size of the drainage area relative to the range of drainage areas used in the development of the models, or to the below-normal amounts of rainfall during the period of sampling for this investigation. Loads& in storm-water runoff for 22 constituents were extrapolated from sampled storms to total loads for the period February to October 1988. Calculated loads for trace metals for the period ranged from 0.030pound.s for cadmium to 12pound.s for strontium. Loads of the primary nutrients ranged from 0.97pounds for nitrite as nitrogen to 34pounds of organic nitrogen.\r\n\r\nStorm-water quality at the drainage-well and Mobley Spring sites was compared to background water quality of the local aquifer; as characterized by dry-weather samples from three springs and two observation wells in the Clarksville area. Concentrations of total-recoverable cadmium, chromium, copper, lead, and nickel were higher in many stormwater samples from both the drainage-well and Mobley Spring sites than in samples from any other site. In addition, concentrations of total organic carbon, methylene blue active substances, and total-recoverable oil and grease were generally higher in storm-water samples from the drainage-well site than in any ground-water sample.\r\n\r\nDensities of fecal coliform and fecal streptococcus bacteria and concentrations of total recoverable iron, manganese, and methylene blue active substances in storm samples from the drainage-well site exceeded the maximum contaminant levels listed in Tennessee?s drinking-water standards (1988) by as much as 2,500 and 5,500 colonies per 100 milliliters, and 2.7, 0.29, and 0.05 milligrams per liter, respectively. Densities of fecal coliform and fecal streptococcus bacteria and concentrations of total-recoverable iron, manganese, and lead in storm samples from Mobley Spring exceeded the maximum contaminant levels by as much as 500 and 4,500 colonies per 100 milliliters, and 18.7,0.65, and 0.02 milligrams per liter, respectively. For iron, manganese, and bacteria, these undesirable","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904044","usgsCitation":"Hoos, A.B., 1990, Effects of storm-water runoff on local ground-water quality, Clarksville, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 90-4044, v, 57 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904044.","productDescription":"v, 57 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2124,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri904044/","linkFileType":{"id":5,"text":"html"}},{"id":118725,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_90_4044.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fb0be","contributors":{"authors":[{"text":"Hoos, Anne B. abhoos@usgs.gov","contributorId":2236,"corporation":false,"usgs":true,"family":"Hoos","given":"Anne","email":"abhoos@usgs.gov","middleInitial":"B.","affiliations":[],"preferred":true,"id":198634,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28102,"text":"wri894126 - 1990 - Techniques for estimating flood-peak discharges of rural, unregulated streams in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri894126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4126","title":"Techniques for estimating flood-peak discharges of rural, unregulated streams in Ohio","docAbstract":"Multiple-regression equations are presented for estimating flood-peak discharges having recurrence intervals of 2, 5, 10, 25, 50, and 100 years at ungaged sites on rural, unregulated streams in Ohio. The average standard errors of prediction for the equations range from 33.4% to 41.4%.  Peak discharge estimates determined by log-Pearson Type III analysis using data collected through the 1987 water year are reported for 275 streamflow-gaging stations. Ordinary least-squares multiple-regression techniques were used to divide the State into three regions and to identify a set of basin characteristics that help explain station-to- station variation in the log-Pearson estimates. Contributing drainage area, main-channel slope, and storage area were identified as suitable explanatory variables. Generalized least-square procedures, which include historical flow data and account for differences in the variance of flows at different gaging stations, spatial correlation among gaging station records, and variable lengths of station record were used to estimate the regression parameters. Weighted peak-discharge estimates computed as a function of the log-Pearson Type III and regression estimates are reported for each station. A method is provided to adjust regression estimates for ungaged sites by use of weighted and regression estimates for a gaged site located on the same stream. Limitations and shortcomings cited in an earlier report on the magnitude and frequency of floods in Ohio are addressed in this study. Geographic bias is no longer evident for the Maumee River basin of northwestern Ohio. No bias is found to be associated with the forested-area characteristic for the range used in the regression analysis (0.0 to 99.0%), nor is this characteristic significant in explaining peak discharges. Surface-mined area likewise is not significant in explaining peak discharges, and the regression equations are not biased when applied to basins having approximately 30% or less surface-mined area. Analyses of residuals indicate that the equations tend to overestimate flood-peak discharges for basins having approximately 30% or more surface-mined area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894126","usgsCitation":"Koltun, G., and Roberts, J., 1990, Techniques for estimating flood-peak discharges of rural, unregulated streams in Ohio: U.S. Geological Survey Water-Resources Investigations Report 89-4126, 68 p. :ill., map ;28 cm., https://doi.org/10.3133/wri894126.","productDescription":"68 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158979,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4126/report-thumb.jpg"},{"id":56925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4126/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56924,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4126/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6975af","contributors":{"authors":[{"text":"Koltun, G. F. 0000-0003-0255-2960","orcid":"https://orcid.org/0000-0003-0255-2960","contributorId":49817,"corporation":false,"usgs":true,"family":"Koltun","given":"G. F.","affiliations":[],"preferred":false,"id":199220,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Roberts, J.W.","contributorId":69160,"corporation":false,"usgs":true,"family":"Roberts","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":199221,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27745,"text":"wri904000 - 1990 - Assessing the response of Emerald Lake, an alpine watershed in Sequoia National Park, California, to acidification during snowmelt by using a simple hydrochemical model","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri904000","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4000","title":"Assessing the response of Emerald Lake, an alpine watershed in Sequoia National Park, California, to acidification during snowmelt by using a simple hydrochemical model","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904000","usgsCitation":"Hooper, R.P., West, C., and Peters, N., 1990, Assessing the response of Emerald Lake, an alpine watershed in Sequoia National Park, California, to acidification during snowmelt by using a simple hydrochemical model: U.S. Geological Survey Water-Resources Investigations Report 90-4000, v, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904000.","productDescription":"v, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118724,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4000/report-thumb.jpg"},{"id":56590,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4000/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672a0a","contributors":{"authors":[{"text":"Hooper, R. P.","contributorId":26321,"corporation":false,"usgs":true,"family":"Hooper","given":"R.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198629,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"West, C.T.","contributorId":104930,"corporation":false,"usgs":true,"family":"West","given":"C.T.","email":"","affiliations":[],"preferred":false,"id":198631,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, N.E.","contributorId":33332,"corporation":false,"usgs":true,"family":"Peters","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":198630,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27979,"text":"wri894198 - 1990 - Comparison of accuracy and completeness of data obtained from three types of automatic water-quality monitors","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri894198","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4198","title":"Comparison of accuracy and completeness of data obtained from three types of automatic water-quality monitors","docAbstract":"A comparison of data (specific conductance, dissolved-oxygen concentration, temperature, and pH) collected by the U.S. Geological Survey flowthrough monitor, the U.S. Geological Survey minimonitor, and a self-contained commercial 'packaged-sensor' system indicates that the data obtained by means of the most complete of the three systems.\r\n\r\nThe U.S. Geological Survey flowthrough monitor is powered by 120-volt alternating current and in a heated weather-proof shelter. A pumping system brings water from the stream to sensors clustered in a sample clustered in a sample chamber located in the shelter. This instrument measures output from the senors; data are recorded in binary-coded decimal form on a 16-channel punched-paper tape recorder tape recorder housed in the shelter.\r\n\r\nThe U.S. Geological Survey's minimonitor is powered by an external battery and is housed in a weatherproof shelter. This instrument measures output of instream sensors with extension cables having underwater connectors; data are recorded in binary-coded decimal form on a 16-channel punched-paper tape recorder housed in the shelter.\r\n\r\nThe packaged-sensor system also measures output of senors housed in a packages that is submerged in the stream. It has internal power supply, no moving parts, and does not requires a weatherproof shelter; data are stored are stored in solid-state memory.\r\n\r\nMinimonitors were installed at four sites in Ohio where U.S. Geological survey flowthrough were in operation. Two package-sensor systems also were assigned to each site and were alternated every two weeks. Detailed records were kept of (1) field measurements, for comparison with monitor-system data from each instrument, and (2) equipment problems that resulted in loss of data. Results of the comparisons shows that the flow-through monitor gave the most accurate and the most complete data.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894198","usgsCitation":"Katzenbach, M., 1990, Comparison of accuracy and completeness of data obtained from three types of automatic water-quality monitors: U.S. Geological Survey Water-Resources Investigations Report 89-4198, v, 65 p. :ill. ;28 cm., https://doi.org/10.3133/wri894198.","productDescription":"v, 65 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122744,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4198/report-thumb.jpg"},{"id":56795,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4198/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae40d","contributors":{"authors":[{"text":"Katzenbach, Max","contributorId":43000,"corporation":false,"usgs":true,"family":"Katzenbach","given":"Max","affiliations":[],"preferred":false,"id":199002,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":64964,"text":"i1947E - 1990 - Geologic map and profile of the north wall of the Snake River Canyon, Eden, Murtaugh, Milner Butte, and Milner quadrangles, Idaho","interactions":[],"lastModifiedDate":"2016-08-23T09:59:45","indexId":"i1947E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"1947","chapter":"E","title":"Geologic map and profile of the north wall of the Snake River Canyon, Eden, Murtaugh, Milner Butte, and Milner quadrangles, Idaho","docAbstract":"<p>The Snake River Plain is a broad, arcuate region of low relief that extends more than 300 mi across southern Idaho. The Snake River enters the plain near Idaho Falls and flows westward along the&nbsp;southern margin of the eastern Snake River Plain (fig 1), a position mainly determined by the basaltic lava flows that erupted near the axis of the plain. The highly productive Snake River Plain aquifer (water table) is typically less than 500 ft below the land surface, but us deeper than 1,000 ft in a few areas. The Snake River has excavated a canyon into the nearly flat lying basaltic and sedimentary rocks of the &nbsp;eastern Snake River Plain between Milner Dam and King Hill (fig. 2), a distance of almost 90 mi. For much of its length the canyon intersects the Snake River Plain aquifer, which discharges form the northern canyon wall as springs of variable size, spacing and altitude. Geologic controls on wprings are of importance because nearly 60 percent of the aquifer's discharge occurs as spring flow along this reach of the canyon. This report is one of the several that describes the geologic occurrence of the springs along the northern wall of the Snake River canyone from Milner Dam to King Hill.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1947E","usgsCitation":"Covington, H., and Weaver, J.N., 1990, Geologic map and profile of the north wall of the Snake River Canyon, Eden, Murtaugh, Milner Butte, and Milner quadrangles, Idaho: U.S. Geological Survey IMAP 1947, 49.48 x 29.55 inches, https://doi.org/10.3133/i1947E.","productDescription":"49.48 x 29.55 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":189320,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/i1947E.PNG"},{"id":327543,"rank":701,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1947e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":107204,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10025.htm","linkFileType":{"id":5,"text":"html"},"description":"10025"}],"scale":"24000","country":"United States","state":"Idaho","otherGeospatial":"Snake River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -114.42535400390625,\n              42.454874423427874\n            ],\n            [\n              -114.42535400390625,\n              42.60768474453004\n            ],\n            [\n              -113.82659912109375,\n              42.60768474453004\n            ],\n            [\n              -113.82659912109375,\n              42.454874423427874\n            ],\n            [\n              -114.42535400390625,\n              42.454874423427874\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a493c","contributors":{"authors":[{"text":"Covington, H. R.","contributorId":92671,"corporation":false,"usgs":true,"family":"Covington","given":"H. R.","affiliations":[],"preferred":false,"id":272434,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weaver, Jean N.","contributorId":65099,"corporation":false,"usgs":true,"family":"Weaver","given":"Jean","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":272433,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":58289,"text":"ifc102 - 1990 - Effects of Water Temperature, Hardness, and pH on the Toxicity of Benzocaine to Eleven Freshwater Fishes","interactions":[],"lastModifiedDate":"2012-02-02T00:12:04","indexId":"ifc102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":39,"text":"Investigations in Fish Control","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"102","title":"Effects of Water Temperature, Hardness, and pH on the Toxicity of Benzocaine to Eleven Freshwater Fishes","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","isbn":"05650704","usgsCitation":"Bills, T.D., Howe, G.E., and Marking, L.L., 1990, Effects of Water Temperature, Hardness, and pH on the Toxicity of Benzocaine to Eleven Freshwater Fishes: Investigations in Fish Control 102, 6 p.","productDescription":"6 p.","costCenters":[],"links":[{"id":181152,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ifc/100/report-thumb.jpg"},{"id":91372,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ifc/100/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624da1","contributors":{"authors":[{"text":"Bills, Terry D.","contributorId":30939,"corporation":false,"usgs":true,"family":"Bills","given":"Terry","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":258657,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Howe, George E.","contributorId":102570,"corporation":false,"usgs":true,"family":"Howe","given":"George","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":258659,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Marking, Leif L.","contributorId":52239,"corporation":false,"usgs":true,"family":"Marking","given":"Leif","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":258658,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":65681,"text":"i2074 - 1990 - Controlled photomosaic of the Valfodr Quadrangle of Callisto","interactions":[],"lastModifiedDate":"2019-11-12T07:43:50","indexId":"i2074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2074","title":"Controlled photomosaic of the Valfodr Quadrangle of Callisto","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i2074","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Controlled photomosaic of the Valfodr Quadrangle of Callisto: U.S. Geological Survey IMAP 2074, 1 plate: 26.00 x 27.00 inches, https://doi.org/10.3133/i2074.","productDescription":"1 plate: 26.00 x 27.00 inches","costCenters":[],"links":[{"id":101090,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2074/plate-1.pdf","size":"4890","linkFileType":{"id":1,"text":"pdf"}},{"id":189343,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"5000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db68664a","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":534071,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":58287,"text":"ifc100 - 1990 - Observations on the Effects of Irrigation Water Containing 3-Trifluoromethyl-4-Nitrophenol (TFM) on Plants","interactions":[],"lastModifiedDate":"2012-02-02T00:12:04","indexId":"ifc100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":39,"text":"Investigations in Fish Control","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"100","title":"Observations on the Effects of Irrigation Water Containing 3-Trifluoromethyl-4-Nitrophenol (TFM) on Plants","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","isbn":"05650704","usgsCitation":"Gilderhus, P.A., 1990, Observations on the Effects of Irrigation Water Containing 3-Trifluoromethyl-4-Nitrophenol (TFM) on Plants: Investigations in Fish Control 100, 3 p.","productDescription":"3 p.","costCenters":[],"links":[{"id":182249,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ifc/100/report-thumb.jpg"},{"id":88366,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ifc/100/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db696442","contributors":{"authors":[{"text":"Gilderhus, Philip A.","contributorId":88314,"corporation":false,"usgs":true,"family":"Gilderhus","given":"Philip","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":258655,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":64651,"text":"i1508E - 1990 - Geologic sketches of Many Glacier, Hidden Lake Pass, Comeau Pass, and Bears Hump Viewpoint, Waterton-Glacier International Peace Park, Alberta, Canada and Montana, United States","interactions":[],"lastModifiedDate":"2012-02-10T00:10:55","indexId":"i1508E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"1508","subseriesTitle":"NONE","chapter":"E","title":"Geologic sketches of Many Glacier, Hidden Lake Pass, Comeau Pass, and Bears Hump Viewpoint, Waterton-Glacier International Peace Park, Alberta, Canada and Montana, United States","language":"ENGLISH","doi":"10.3133/i1508E","usgsCitation":"Alpha, T.R., and Nelson, W.H., 1990, Geologic sketches of Many Glacier, Hidden Lake Pass, Comeau Pass, and Bears Hump Viewpoint, Waterton-Glacier International Peace Park, Alberta, Canada and Montana, United States: U.S. Geological Survey IMAP 1508, 8 views on 2 sheets ;sheets 94 x 81 cm. and 84 x 94 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1508E.","productDescription":"8 views on 2 sheets ;sheets 94 x 81 cm. and 84 x 94 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":187317,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":91421,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1508e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91422,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1508e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.5,48.63333333333333 ], [ -114.5,49.166666666666664 ], [ -113.5,49.166666666666664 ], [ -113.5,48.63333333333333 ], [ -114.5,48.63333333333333 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6881d1","contributors":{"authors":[{"text":"Alpha, T. R.","contributorId":20715,"corporation":false,"usgs":true,"family":"Alpha","given":"T.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":271921,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nelson, W. H.","contributorId":100336,"corporation":false,"usgs":true,"family":"Nelson","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":271922,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":67981,"text":"ha709 - 1990 - Hydrologic framework of Long Island, New York","interactions":[],"lastModifiedDate":"2015-10-30T08:35:54","indexId":"ha709","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"709","title":"Hydrologic framework of Long Island, New York","docAbstract":"<p>Long Island, N.Y., is underlain by a mass of unconsolidated geologic deposits of clay, silt, sand, and gravel that overlie southward-sloping consolidated bedrock. These deposits are thinnest in northern Queens County (northwestern Long Island), where bedrock crops out, and increase to a maximum thickness of 2,000 ft in southeastern Long Island. This sequence of unconsolidated deposits consists of several distinct geologic units ranging in age from late Cretaceous through Pleistocene, with some recent deposits near shores and streams. These units are differentiated by age, depositional environment, and lithology in table 1. <br />Investigations of ground-water availability and flow patterns may require information on the internal geometry of the hydrologic system that geologic correlations and interpretation alone cannot provide; hydrologic interpretations in which deposits are differentiated on the basis of water-transmitting properties are generally needed also. This set of maps and vertical sections depicts the hydrogeologic framework of the unconsolidated deposits that form Long Island's ground-water system. These deposits can be classified into eight major hydrogeologic units (table 1). The hydrogeologic interpretations presented herein are not everywhere consistent with strict geologic interpretation owing to facies changes and local variations in the water-transmitting properties within geologic units. <br />These maps depict the upper-surface altitude of seven of the eight hydrogeologic units, which, in ascending order, are: consolidated bedrock, Lloyd aquifer, Raritan confining unit, Magothy aquifer, Monmouth greensand, Jameco aquifer, and Gardiners Clay. The upper glacial aquifer&mdash;the uppermost unit&mdash;is at land surface over most of Long Island and is, therefore, not included. The nine north-south hydrogeologic sections shown below depict the entire sequence of unconsolidated deposits and, together with the maps, provide a detailed three-dimensional interpretation of Long Island's hydrogeologic framework. <br />The structure-contour map that shows the upper-surface altitude of the Cretaceous deposits is included to illustrate the erosional unconformity between the Cretaceous and overlying Pleistocene deposits. Pleistocene erosion played a major role in determining the shape and extent of the Lloyd aquifer, the Raritan confining unit, and the Magothy aquifer, and thus partly determined their hydrogeologic relation with subsequent (post-Cretaceous) deposits.</p>","language":"ENGLISH","doi":"10.3133/ha709","usgsCitation":"Smolensky, D.A., Buxton, H.T., and Shernoff, P.K., 1990, Hydrologic framework of Long Island, New York: U.S. Geological Survey Hydrologic Atlas 709, 7 maps on 3 sheets :col. ;32 x 79 cm., sheets 117 x 89 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha709.","productDescription":"7 maps on 3 sheets :col. ;32 x 79 cm., sheets 117 x 89 cm., folded in envelope 30 x 24 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":186139,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89217,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/709/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89218,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/709/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89219,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/709/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -74.16666666666667,40.5 ], [ -74.16666666666667,41.333333333333336 ], [ -72.16666666666667,41.333333333333336 ], [ -72.16666666666667,40.5 ], [ -74.16666666666667,40.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606a39","contributors":{"authors":[{"text":"Smolensky, Douglas A.","contributorId":105341,"corporation":false,"usgs":true,"family":"Smolensky","given":"Douglas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277446,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buxton, Herbert T. hbuxton@usgs.gov","contributorId":1911,"corporation":false,"usgs":true,"family":"Buxton","given":"Herbert","email":"hbuxton@usgs.gov","middleInitial":"T.","affiliations":[{"id":5056,"text":"Office of the AD Energy and Minerals, and Environmental Health","active":true,"usgs":true}],"preferred":true,"id":277444,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shernoff, Peter K.","contributorId":104030,"corporation":false,"usgs":true,"family":"Shernoff","given":"Peter","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":277445,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":65336,"text":"i2038 - 1990 - Controlled photomosaic of part of the Hadriaca region of Mars","interactions":[],"lastModifiedDate":"2019-11-12T09:19:20","indexId":"i2038","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2038","title":"Controlled photomosaic of part of the Hadriaca region of Mars","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i2038","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Controlled photomosaic of part of the Hadriaca region of Mars: U.S. Geological Survey IMAP 2038, 1 Plate: 27.00 x 38.0 inches, https://doi.org/10.3133/i2038.","productDescription":"1 Plate: 27.00 x 38.0 inches","costCenters":[],"links":[{"id":187003,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100903,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2038/plate-1.pdf","size":"7411","linkFileType":{"id":1,"text":"pdf"}}],"scale":"502000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a879","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":533723,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65337,"text":"i2039 - 1990 - Controlled photomosaic of part of the Hadriaca region of Mars","interactions":[],"lastModifiedDate":"2019-11-12T09:18:06","indexId":"i2039","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2039","title":"Controlled photomosaic of part of the Hadriaca region of Mars","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i2039","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Controlled photomosaic of part of the Hadriaca region of Mars: U.S. Geological Survey IMAP 2039, 1 Plate: 27.00 x 38.00 inches, https://doi.org/10.3133/i2039.","productDescription":"1 Plate: 27.00 x 38.00 inches","costCenters":[],"links":[{"id":187004,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100904,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2039/plate-1.pdf","size":"8278","linkFileType":{"id":1,"text":"pdf"}}],"scale":"502000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a87d","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":533724,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65338,"text":"i2040 - 1990 - Controlled photomosaic of part of the Hadriaca region of Mars","interactions":[],"lastModifiedDate":"2019-11-12T08:07:33","indexId":"i2040","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2040","title":"Controlled photomosaic of part of the Hadriaca region of Mars","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i2040","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Controlled photomosaic of part of the Hadriaca region of Mars: U.S. Geological Survey IMAP 2040, 1 Plate: 27.00 x 38.00 inches, https://doi.org/10.3133/i2040.","productDescription":"1 Plate: 27.00 x 38.00 inches","costCenters":[],"links":[{"id":187005,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100905,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2040/plate-1.pdf","size":"5806","linkFileType":{"id":1,"text":"pdf"}}],"scale":"502000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a882","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":533725,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65339,"text":"i2042 - 1990 - Controlled photomosaic of part of the Hadriaca region of Mars","interactions":[],"lastModifiedDate":"2019-11-12T08:05:00","indexId":"i2042","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"2042","title":"Controlled photomosaic of part of the Hadriaca region of Mars","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i2042","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1990, Controlled photomosaic of part of the Hadriaca region of Mars: U.S. Geological Survey IMAP 2042, 1 Plate: 27.00 x 38.00 inches, https://doi.org/10.3133/i2042.","productDescription":"1 Plate: 27.00 x 38.00 inches","costCenters":[],"links":[{"id":100906,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2042/plate-1.pdf","size":"7559","linkFileType":{"id":1,"text":"pdf"}},{"id":187041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"502000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a827","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":533726,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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