{"pageNumber":"217","pageRowStart":"5400","pageSize":"25","recordCount":6233,"records":[{"id":10503,"text":"ofr83752 - 1983 - Preliminary stage-discharge relations for Tombigbee River at Aliceville lock and dam, near Pickensville, Alabama","interactions":[],"lastModifiedDate":"2022-08-02T21:15:20.1968","indexId":"ofr83752","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-752","title":"Preliminary stage-discharge relations for Tombigbee River at Aliceville lock and dam, near Pickensville, Alabama","docAbstract":"The construction of Aliceville lock and dam and other related channel alterations, completed in 1979, has resulted in changes to the stage-discharge relations in the vicinity. The scarcity of current-meter measurements, coupled with backwater conditions, makes definition of a single stage-discharge relation impossible. However, limit curves can be defined that \r\n\r\nwould encompass such a relation. Backwater is defined as water backed up or retarded in its course as compared with water flowing under normal or natural conditions. This results in a rise in stage above normal water level while the discharge remains unaffected. Backwater is usually caused by temporary obstruction(s) to flow downstream. Backwater at Aliceville Dam results from a variety of river conditions. Some of these conditions are large tributary inflow, return of flood plain flows to the main channel during recessions, and operations at Gainesville Dam during low flows. The discharges obtained from 26 current-meter measurements, along with computed discharges through the dam, are plotted versus stage. The plot illustrates, by the scatter of data points, the variations in backwater. Curves are drawn to envelope the extreme plot patterns showing possible ranges of several feet in stage for any given discharge. The upper end of the curves were extrapolated based on the results of a step-backwater analysis.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83752","usgsCitation":"Nelson, G.H., and Ming, C.O., 1983, Preliminary stage-discharge relations for Tombigbee River at Aliceville lock and dam, near Pickensville, Alabama: U.S. Geological Survey Open-File Report 83-752, Report: iv, 11 p.; 3 Plates: 17.51 × 10.68 inches or smaller, https://doi.org/10.3133/ofr83752.","productDescription":"Report: iv, 11 p.; 3 Plates: 17.51 × 10.68 inches or smaller","costCenters":[],"links":[{"id":38356,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0752/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38355,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0752/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38358,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0752/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38357,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0752/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":110629,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75703.htm","linkFileType":{"id":5,"text":"html"},"description":"75703"},{"id":144636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0752/report-thumb.jpg"}],"country":"United States","state":"Alabama","city":"Pickensville","otherGeospatial":"Tombigbee River at Aliceville lock and dam","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.3,\n              32.8222\n            ],\n            [\n              -88.1472,\n              32.8222\n            ],\n            [\n              -88.1472,\n              33.25\n            ],\n            [\n              -88.3,\n              33.25\n            ],\n            [\n              -88.3,\n              32.8222\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b48ed","contributors":{"authors":[{"text":"Nelson, G. H.","contributorId":48186,"corporation":false,"usgs":true,"family":"Nelson","given":"G.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":161510,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. O.","contributorId":9266,"corporation":false,"usgs":true,"family":"Ming","given":"C.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":161509,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10254,"text":"ofr83817 - 1983 - $ANBA; a rapid, combined data acquisition and correction program for the SEMQ electron microprobe","interactions":[],"lastModifiedDate":"2012-02-02T00:06:26","indexId":"ofr83817","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"83-817","title":"$ANBA; a rapid, combined data acquisition and correction program for the SEMQ electron microprobe","docAbstract":"$ANBA is a program developed for rapid data acquisition and correction on an automated SEMQ electron microprobe. The program provides increased analytical speed and reduced disk read/write operations compared with the manufacturer's software, resulting in a doubling of analytical throughput. In addition, the program provides enhanced analytical features such as averaging, rapid and compact data storage, and on-line plotting. The program is described with design philosophy, flow charts, variable names, a complete program listing, and system requirements. A complete operating example and notes to assist in running the program are included.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83817","usgsCitation":"McGee, J.J., 1983, $ANBA; a rapid, combined data acquisition and correction program for the SEMQ electron microprobe: U.S. Geological Survey Open-File Report 83-817, i, 47 p. ill. ;28 cm., https://doi.org/10.3133/ofr83817.","productDescription":"i, 47 p. ill. ;28 cm.","costCenters":[],"links":[{"id":143112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0817/report-thumb.jpg"},{"id":38118,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0817/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4901e4b0b290850eecd5","contributors":{"authors":[{"text":"McGee, James J.","contributorId":46535,"corporation":false,"usgs":true,"family":"McGee","given":"James","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":161082,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29987,"text":"wri834106 - 1983 - Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi","interactions":[],"lastModifiedDate":"2022-01-28T12:33:49.391345","indexId":"wri834106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4106","title":"Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi","docAbstract":"<p>The base flow component of streamflow was separated from hydrographs for unregulated streams in the Cretaceous and Tertiary clastic outcrop area of South Carolina, Georgia, Alabama, and Mississippi. The base flow values are used in estimating recharge to the sand aquifer. Relations developed between mean annual base flow and stream discharge at the 60- and 65-percent streamflow duration point can be used to approximate mean annual base flow in lieu of hydrograph separation methods for base flows above 10 cu ft/s. Base flow recession curves were used to derive estimates of hydraulic diffusivity of the aquifer which was converted to transmissivity using estimated specific yield. These base-flow-derived transmissivities are in general agreement with transmissivities derived from well data. The shape of flow duration curves of streams is affected by the lithology of the Coastal Plain sediments. Steep flow duration curves appear to be associated with basins underlain by clay or chalk where a low percentage of the discharge is base flow while flatter curves appear to be associated with basins underlain by sand and gravel where a high percentage of the discharge is base flow.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834106","usgsCitation":"Stricker, V., 1983, Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi: U.S. Geological Survey Water-Resources Investigations Report 83-4106, iv, 17 p., https://doi.org/10.3133/wri834106.","productDescription":"iv, 17 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":58795,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":395018,"rank":4,"type":{"id":36,"text":"NGMDB Index 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,{"id":8407,"text":"ofr83605 - 1983 - Novice's guide to PACER-GARNET for use with the National Coal Resources Data System; a flow chart","interactions":[],"lastModifiedDate":"2012-02-02T00:06:12","indexId":"ofr83605","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-605","title":"Novice's guide to PACER-GARNET for use with the National Coal Resources Data System; a flow chart","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83605","usgsCitation":"Connor, C.W., 1983, Novice's guide to PACER-GARNET for use with the National Coal Resources Data System; a flow chart: U.S. Geological Survey Open-File Report 83-605, 4 p. ill. ;28 cm., https://doi.org/10.3133/ofr83605.","productDescription":"4 p. ill. ;28 cm.","costCenters":[],"links":[{"id":142169,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0605/report-thumb.jpg"},{"id":35974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0605/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6968c1","contributors":{"authors":[{"text":"Connor, Carol Waite","contributorId":87943,"corporation":false,"usgs":true,"family":"Connor","given":"Carol","email":"","middleInitial":"Waite","affiliations":[],"preferred":false,"id":157665,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55176,"text":"wdrHI821 - 1983 - Water resources data for Hawaii and other Pacific areas, water year 1982: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2025-12-04T15:21:27.427115","indexId":"wdrHI821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-82-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1982: Volume 1. Hawaii","docAbstract":"<p>Water resources data for the 1982 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams and springs; and water levels and water quality in wells. 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These data represent that part of- the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI821","collaboration":"Prepared in cooperation with the State of Hawaii Department of Land and Natural Resources, Division of Water and Land Development and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, Chinn, S.S., Tateishi, G.A., and Yee, J.J., 1983, Water resources data for Hawaii and other Pacific areas, water year 1982: Volume 1. 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7066","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":532279,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chinn, Salwyn S.W.","contributorId":91082,"corporation":false,"usgs":true,"family":"Chinn","given":"Salwyn","email":"","middleInitial":"S.W.","affiliations":[],"preferred":false,"id":950739,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tateishi, Grace A.","contributorId":362753,"corporation":false,"usgs":false,"family":"Tateishi","given":"Grace","middleInitial":"A.","affiliations":[],"preferred":false,"id":950740,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Yee, Johnson J.S.","contributorId":54232,"corporation":false,"usgs":true,"family":"Yee","given":"Johnson","email":"","middleInitial":"J.S.","affiliations":[],"preferred":false,"id":950741,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":57322,"text":"wdrGA821 - 1983 - Water resources data, Georgia, water year 1982","interactions":[],"lastModifiedDate":"2025-08-28T14:04:09.164025","indexId":"wdrGA821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"GA-82-1","title":"Water resources data, Georgia, water year 1982","docAbstract":"<p>Water resources data for the 1982 water year for Georgia consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and ground-water levels. This report contains discharge records of 109 gaging stations; stage for 10 gaging stations; stage and contents for 17 lakes and reservoirs; water quality for 17 continuous stations, 115 periodic stations and miscellaneous sites; peak stage and discharge only for 109 crest-stage partial-record stations and 20 miscellaneous sites; measurements of discharge at 49 low-flow partial-record stations and 15 miscellaneous sites; and water levels of 28 observation wells. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Georgia. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrGA821","collaboration":"Prepared in cooperation with the State of Georgia and with other agencies","usgsCitation":"Stokes, W.R., Hale, T., Pearman, J., and Buell, G.R., 1983, Water resources data, Georgia, water year 1982: U.S. Geological Survey Water Data Report GA-82-1, viii, 390 p., https://doi.org/10.3133/wdrGA821.","productDescription":"viii, 390 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb9fd","contributors":{"authors":[{"text":"Stokes, W. R. III","contributorId":18622,"corporation":false,"usgs":true,"family":"Stokes","given":"W.","suffix":"III","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":256699,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hale, T.W.","contributorId":43763,"corporation":false,"usgs":true,"family":"Hale","given":"T.W.","email":"","affiliations":[],"preferred":false,"id":256700,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pearman, J. L.","contributorId":76353,"corporation":false,"usgs":true,"family":"Pearman","given":"J. L.","affiliations":[],"preferred":false,"id":256702,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Buell, G. R.","contributorId":57103,"corporation":false,"usgs":true,"family":"Buell","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":256701,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":17967,"text":"ofr83504 - 1983 - Cenozoic structural history of selected areas in the eastern Great Basin, Nevada-Utah","interactions":[],"lastModifiedDate":"2023-03-03T22:37:00.831466","indexId":"ofr83504","displayToPublicDate":"1983-01-01T00:00:00","publicationYear":"1983","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":"83-504","title":"Cenozoic structural history of selected areas in the eastern Great Basin, Nevada-Utah","docAbstract":"The Confusion Range structural trough (CRST) of west-central Utah predates the Oligocene rocks that are exposed along it. The northern part of the axial region of the CRST is complicated by structures that include reverse faults and associated folds, a large-amplitude mushroom fold, and belts of sharply flexed to overturned strata some of which are fault bounded. These structures, which also predate the Oligocene rocks, formed in a compressional regime that has been interpreted as resulting from thin-skinned gravitational gliding toward the axis of the CRST. \r\n\r\nStudy of the sparse Tertiary rocks that are scattered along the axial region of the CRST reveals abundant evidence of Oligocene and younger deformation. The chief evidence includes (1) widespread Oligocene and Miocene coarse clastic rocks, many of which are conglomerates, that attest to local and distant tectonism, (2) faults that range from high-angle structures generally with less than 100 m of normal displacement to low-angle attenuation faults some of which may have large displacements, and (3) open asymmetric folds. Together with the distribution of sheet-form bodies of ash-flow tuffs, the Oligocene stratigraphic record allows for paleogeographic reconstruction of a lacustrine basin across what is now the northern Confusion Range and one or more basins in the southern part of the CRST. The basins are inferred to have been fault controlled by reactivation of previously formed faults or steep fold flanks. They may have been localized by differential vertical movements similar to those that produced the older systems of folds and faults. Parts of early formed basins were cannibalized as local syndepositional deformation took place in the axial region of the CRST. \r\n\r\nBoth limbs of the CRST have been modified by folds that involve Oligocene rocks. Some of these folds appear to be genetically related to displacements on faults that bound them. They may record thin-skinned Neogene tectonic displacements toward the axis of the CRST. \r\n\r\nThe most intensely faulted and tilted rocks along the axis of the CRST are located in the Tunnel Spring Mountains where Miocene(?) extension on closely spaced listric faults produced as much as 70 percent extension locally. Three episodes of Oligocene-Miocene deformation, all interpreted to have formed in an extensional environment, are recognized in the Tunnel Spring Mountains. The nearby Burbank Hills area may have been involved in the same deformational episodes, though there the relationships are not as clear-cut nor does evidence occur of extreme extension. Tight asymmetric folds in the Burbank Hills are interpreted as drape structures formed over buried normal faults. Other structures along the southern CRST have fold-like forms, but they result from cross-strike alternations in fault-related tilt directions, and they formed in an extensional stress regime. Least-principal stress directions inferred from orientations of extensional structures vary from ENE-WSW in the southern Tunnel Spring Mountains to approximately E-W in the Disappointment Hills and NW-SE in selected areas east of the axis of the CRST. The size, geographic distribution, and new data on the age of areas of major extensional faulting preclude previously published interpretations that the extension is related to major east-directed overthrusting of the Sevier orogeny in areas east of the hinterland of west-central Utah.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83504","usgsCitation":"Anderson, R.E., 1983, Cenozoic structural history of selected areas in the eastern Great Basin, Nevada-Utah: U.S. Geological Survey Open-File Report 83-504, Report: i, 47 p.; 2 Plates: 19.14 x 10.65 inches and 18.40 x 15.48 inches, https://doi.org/10.3133/ofr83504.","productDescription":"Report: i, 47 p.; 2 Plates: 19.14 x 10.65 inches and 18.40 x 15.48 inches","costCenters":[],"links":[{"id":108459,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14070.htm","linkFileType":{"id":5,"text":"html"},"description":"14070"},{"id":47206,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0504/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":47205,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0504/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":47204,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0504/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151228,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0504/report-thumb.jpg"}],"country":"United States","state":"Nevada, Utah","otherGeospatial":"eastern Great Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -114.708,\n              39.833\n            ],\n            [\n              -114.708,\n              38.75\n            ],\n            [\n              -113.647,\n              38.75\n            ],\n            [\n              -113.647,\n              39.833\n            ],\n            [\n              -114.708,\n              39.833\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6ef3","contributors":{"authors":[{"text":"Anderson, R. Ernest","contributorId":104484,"corporation":false,"usgs":true,"family":"Anderson","given":"R.","email":"","middleInitial":"Ernest","affiliations":[],"preferred":false,"id":178298,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011383,"text":"70011383 - 1983 - The compositionally zoned eruption of 1912 in the Valley of Ten Thousand Smokes, Katmai National Park, Alaska","interactions":[],"lastModifiedDate":"2020-10-03T15:51:38.932929","indexId":"70011383","displayToPublicDate":"1983-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2499,"text":"Journal of Volcanology and Geothermal Research","active":true,"publicationSubtype":{"id":10}},"title":"The compositionally zoned eruption of 1912 in the Valley of Ten Thousand Smokes, Katmai National Park, Alaska","docAbstract":"<p>On June 6–8, 1912, ∼ 15 km<sup>3</sup><span>&nbsp;</span>of magma erupted from the Novarupta caldera at the head of the Valley of Ten Thousand Smokes (VTTS), producing ∼ 20 km<sup>3</sup><span>&nbsp;</span>of air-fall tephra and 11–15 km<sup>3</sup><span>&nbsp;</span>of ash-flow tuff within ∼ 60 hours. Three discrete periods of ash-fall at Kodiak correlate, respectively, with Plinian tephra layers designated A, CD, and FG by Curtis (1968) in the VTTS. The ash-flow sequence overlapped with but outlasted pumice fall A, terminating within 20 hours of the initial outbreak and prior to pumice fall C. Layers E and H consist mostly of vitric dust that settled during lulls, and Layer B is the feather edge of the ash flow. The fall units filled and obscured the caldera, but arcuate and radial fissures outline a 6-km<sup>2</sup><span>&nbsp;</span>depression. The Novarupta lava dome and its ejecta ring were emplaced later within the depression. At Mt. Katmai, 10 km east of the 1912 vent, a 600-m-deep caldera of similar area also collapsed at about this time, probably owing to hydraulic connection with the venting magma system; but all known ejecta are thought to have erupted at Novarupta. Mingling of three distinctive magmas during the eruption produced an abundance of banded pumice, and mechanical mixing of chilled ejecta resulted in deposits with a wide range of bulk composition. Pumice in the initial fall unit (A) is 100% rhyolite, but fall units atop the ash flow are &gt; 98% dacite; black andesitic scoria is common only in the ash flows and in near-vent air-fall tephra. Pumice counts show the first half of the ash-flow deposit to be 91–98% rhyolite, but progressive increases of dacite and andesite eventually reduced the rhyolitic component to &lt; 2%. The later, rhyolite-poor flows were hotter, less mobile, and widely produced partially welded tuff and vapor-indurated sillar.</p><p>The main ash flow was too deflated and sluggish 16 km from the vent to surmount a 25-m-high moraine in its path but was diverted around it and continued 5 km down-valley, engulfing and charring trees but not toppling all of them. Thin ash-flow veneers feather 30–40 m up the enclosing valley walls but only where a constriction in the central VTTS locally raised the flow level. In the upper VTTS, the “high sand mark” is not a veneer but a marginal bench formed in thick tuff by differential compaction. Flooding from adjacent glaciers led to phreatic explosions that ejected blocks of tuff more welded than any yet exposed. A cluster of phreatic craters dammed a lake atop the tuff, the breaching of which caused a flood that scoured the ash-flow surface in the central VTTS, transported 50-cm blocks of welded tuff &gt; 20 km to the lowermost VTTS, and deposited 1–8 m of debris there.</p><p>Rhyolitic ejecta contain only 1–2% phenocrysts but andesite and dacite have 30–45%. Quartz is present and augite absent only in the rhyolite, but all ejecta contain plagioclase, orthopyroxene, titanomagnetite, ilmenite, apatite, and pyrrhotite; rare olivine occurs in the andesite. The zoning ranges of phenocrysts in the rhyolitic and intermediate ejecta do not overlap. New chemical data show the bulk SiO<sub>2</sub><span>&nbsp;</span>range to be: rhyolite 77 ± 0.6, dacite 66-64.5, and andesite 61.5–58.5%. The dacitic and andesitic ejecta contrast in color and density, and it is not certain whether they form a compositional continuum. Analyses reported by Fenner within the 66–76% SiO<sub>2</sub><span>&nbsp;</span>range were of banded pumice and lava and of bulk tephra that mechanically fractionated and mixed during flight. Despite the gap of 10% SiO<sub>2</sub>, Fe-Ti-oxide temperatures show a continuous range from rhyolite (805–850°C) through dacite (855–955°C) to andesite (955–990°C). Thermal continuity and isotopic and trace-element data suggest that all were derived from a single magmatic system, whether or not they were physically contiguous before eruption. If the rhyolitic liquid separated from dacitic magma, extraction was so efficient that no dacitic phenocrysts were retained and no bulk compositions in the range 66–76% SiO<sub>2</sub><span>&nbsp;</span>were created; if it were a partial melt of roof rocks atop an intermediate magma body, then such rocks had no O- or Sr-isotopic contrast with the andesite-dacite magma and clearly did not include the Jurassic arkosic or granitic basement. The presence of Holocene domes of pre-1912 glassy dacite adjacent to the 1912 vent suggest that the 7 km<sup>3</sup><span>&nbsp;</span>(or more) of high-silica rhyolitic magma (a composition rare in the Aleutian arc) was generated in less than a few thousand years. The 1912 vent is semi-encircled by several andesitic stratocones and is as close to Mageik, Trident, and Griggs volcanoes as it is to Mt. Katmai. The erupted magma probably occupied only shallow levels of an extensive system of injection and storage under a cluster of several stratovolcanoes. Although Quaternary basalt is not known to have erupted here, the intrusion of basaltic magma probably sustains the greater-VTTS magmatic system.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0377-0273(83)90003-3","issn":"03770273","usgsCitation":"Hildreth, W., 1983, The compositionally zoned eruption of 1912 in the Valley of Ten Thousand Smokes, Katmai National Park, Alaska: Journal of Volcanology and Geothermal Research, v. 18, no. 1-4, p. 1-56, https://doi.org/10.1016/0377-0273(83)90003-3.","productDescription":"56 p.","startPage":"1","endPage":"56","numberOfPages":"56","costCenters":[],"links":[{"id":221521,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Katmai National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -156.368408203125,\n              57.66303463288711\n            ],\n            [\n              -153.25927734375,\n              57.66303463288711\n            ],\n            [\n              -153.25927734375,\n              59.33318942659219\n            ],\n            [\n              -156.368408203125,\n              59.33318942659219\n            ],\n            [\n              -156.368408203125,\n              57.66303463288711\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"18","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505baa4ee4b08c986b3227c4","contributors":{"authors":[{"text":"Hildreth, W. 0000-0002-7925-4251","orcid":"https://orcid.org/0000-0002-7925-4251","contributorId":100487,"corporation":false,"usgs":true,"family":"Hildreth","given":"W.","affiliations":[],"preferred":false,"id":360971,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38584,"text":"pp1277 - 1983 - Hydrologic and geomorphic studies of the Platte River basin","interactions":[{"subject":{"id":8117,"text":"ofr811116 - 1981 - Simulated hydrologic effects of possible ground-water and surface-water management alternatives in and near the Platte River, south-central Nebraska","indexId":"ofr811116","publicationYear":"1981","noYear":false,"title":"Simulated hydrologic effects of possible ground-water and surface-water management alternatives in and near the Platte River, south-central Nebraska"},"predicate":"SUPERSEDED_BY","object":{"id":38584,"text":"pp1277 - 1983 - Hydrologic and geomorphic studies of the Platte River basin","indexId":"pp1277","publicationYear":"1983","noYear":false,"title":"Hydrologic and geomorphic studies of the Platte River basin"},"id":1}],"lastModifiedDate":"2025-08-22T19:13:25.616513","indexId":"pp1277","displayToPublicDate":"1983-01-01T00:00:00","publicationYear":"1983","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":"1277","title":"Hydrologic and geomorphic studies of the Platte River basin","docAbstract":"The channels of the Platte River and its major tributaries, the South Platte and North Platte Rivers in Colorado, Wyoming, and Nebraska, have undergone major changes in hydrologic regime and morphology since about 1860, when the water resources of the basin began to be developed for agricultural, municipal, and industrial uses. These water uses have continued to increase with growth in population and land development. Diversion of flow from channels, storage of water in reservoirs, and increased use of ground water have affected the distribution and timing of streamflows and the transport of fluvial sediments. All these factors have contributed to changes in channel geometry and the riverine environment.\r\n\r\nIn 1979, the U.S. Geological Survey began investigations in the Platte River basin to determine the effects of water use on the hydrology and morphology of the Platte River and its major tributaries. These investigations also considered the relationship of hydrologic regime to factors that control or affect the habitat of migratory waterfowl in the Platte River valley.\r\n\r\nThis volume brings together the results of several research studies on historical changes in channel morphology, surface-water hydrology, hydraulic geometry, sediment-transport and bedform processes, ground-water and surface-water relations, stochastic models of streamflow and precipitation, and methods for estimating discharge required to maintain channel width. In each of the studies, data on some segment of the Platte River hydrologic system were collected and interpreted. All the studies are interrelated; together they provide some degree of understanding of regime changes that are occurring. The hydrologic research described in the following chapters will be useful in decision-making pertaining to the management of water resources and migratory waterfowl habitats.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1277","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1983, Hydrologic and geomorphic studies of the Platte River basin: U.S. Geological Survey Professional Paper 1277, 297 p., https://doi.org/10.3133/pp1277.","productDescription":"297 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true},{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":120025,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1277/report-thumb.jpg"},{"id":65397,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1277/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":416915,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74514.htm","text":"Hydrologic and morphologic changes in channels of the Platte River Basin in Colorado, Wyoming, and Nebraska: a historical perspective","linkFileType":{"id":5,"text":"html"}},{"id":494561,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74520.htm","text":"Simulated hydrologic effects of possible ground-water and surface-water management alternatives in and near the Platte River, south-central Nebraska","linkFileType":{"id":5,"text":"html"}},{"id":494560,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74519.htm","text":"A stochastic streamflow model and precipitation model for the Platte River from Gothenburg to Grand Island, Nebraska","linkFileType":{"id":5,"text":"html"}},{"id":494559,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74518.htm","text":"Relation of channel-width maintenance to sediment transport and river morphology: Platte River, south-central Nebraska","linkFileType":{"id":5,"text":"html"}},{"id":494562,"rank":10,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74521.htm","text":"Ground-water hydrology of the Mormon Island Crane Meadows Wildlife area near Grand Island, Hall County, Nebraska","linkFileType":{"id":5,"text":"html"}},{"id":494558,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74517.htm","text":"Interpretation of sediment data for the South Platte River in Colorado and Nebraska, and the North Platte and Platte Rivers in Nebraska","linkFileType":{"id":5,"text":"html"}},{"id":494557,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74516.htm","text":"Hydraulic geometry of the Platte River near Overton, south-central Nebraska","linkFileType":{"id":5,"text":"html"}},{"id":494556,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74515.htm","text":"Effects of water development on surface-water hydrology, Platte River Basin in Colorado, Wyoming, and Nebraska upstream from Duncan Nebraska","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Colorado, Nebraska, Wyoming","otherGeospatial":"Platte River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -105.06337546697512,\n              39.229893136534116\n            ],\n            [\n              -102.18895980010433,\n              40.144489715784374\n            ],\n            [\n              -100.8494900961135,\n              40.3909684886664\n            ],\n            [\n              -97.26109805609099,\n              40.4570069139221\n            ],\n            [\n              -95.81030659908853,\n              40.76732232232118\n            ],\n            [\n              -96.23779355385292,\n              42.11319257035615\n            ],\n            [\n              -96.82014771860239,\n              42.56341058787868\n            ],\n            [\n              -102.92550353390914,\n              42.57699651556365\n            ],\n            [\n              -105.05465161293671,\n              43.44397434759969\n            ],\n            [\n              -107.66814025908258,\n              43.491370497698284\n            ],\n            [\n              -107.35007550814393,\n              42.01749793928926\n            ],\n            [\n              -105.81098030047286,\n              39.62779224334653\n            ],\n            [\n              -105.06337546697512,\n              39.229893136534116\n            ]\n          ]\n        ],\n        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,{"id":70162190,"text":"70162190 - 1982 -  Gasometer: An inexpensive device for continuous monitoring of dissolved gases and supersaturation","interactions":[],"lastModifiedDate":"2016-01-14T16:12:12","indexId":"70162190","displayToPublicDate":"2015-09-08T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3624,"text":"Transactions of the American Fisheries Society","active":true,"publicationSubtype":{"id":10}},"title":" Gasometer: An inexpensive device for continuous monitoring of dissolved gases and supersaturation","docAbstract":"<p class=\"last\">The “gasometer” is a device that measures differential dissolved-gas pressures (δP) in water relative to barometric pressure (as does the “Weiss saturometer”), but operates continuously without human attention. The gasometer can be plumbed into a water-supply system and requires 8 liters/minute of water or more at 60 kilopascals. The gasometer's surfaces are nontoxic, and flow-through water can be used for fish culture. The gasometer may be connected to a small submersible pump and operated as a portable unit. The gasometer can activate an alarm system and thus protect fish from hyperbaric (supersaturation) or hypobaric gas pressures (usually due to low dissolved oxygen). Instructions are included for calculating and reporting data including the pressure and saturation of individual gases. Construction and performance standards are given for the gasometer. Occasional cleaning is required to remove biofouling from the gas-permeable tubing.</p><div class=\"access\"><ul class=\"clear top_article_links\"><li><div class=\"showDownloadPopup-detailbtns_bold_face\"><a class=\"showDownloadPopup pdf\" href=\"http://www.tandfonline.com/doi/abs/10.1577/1548-8659%281982%29111%3C505%3AG%3E2.0.CO%3B2#aHR0cDovL3d3dy50YW5kZm9ubGluZS5jb20vZG9pL3BkZi8xMC4xNTc3LzE1NDgtODY1OSUyODE5ODIlMjkxMTElM0M1MDUlM0FHJTNFMi4wLkNPJTNCMkBAQDA=\" data-mce-href=\"http://www.tandfonline.com/doi/abs/10.1577/1548-8659%281982%29111%3C505%3AG%3E2.0.CO%3B2#aHR0cDovL3d3dy50YW5kZm9ubGluZS5jb20vZG9pL3BkZi8xMC4xNTc3LzE1NDgtODY1OSUyODE5ODIlMjkxMTElM0M1MDUlM0FHJTNFMi4wLkNPJTNCMkBAQDA=\">PDF</a></div></li></ul></div>","language":"English","publisher":"American Fisheries Society","doi":"10.1577/1548-8659(1982)111<505:G>2.0.CO;2","usgsCitation":"Bouck, G., 1982,  Gasometer: An inexpensive device for continuous monitoring of dissolved gases and supersaturation: Transactions of the American Fisheries Society, v. 111, no. 4, p. 505-516, https://doi.org/10.1577/1548-8659(1982)111<505:G>2.0.CO;2.","productDescription":"12 p.","startPage":"505","endPage":"516","numberOfPages":"12","costCenters":[],"links":[{"id":314400,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"111","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5698d4b8e4b0fbd3f7fa4bf4","contributors":{"authors":[{"text":"Bouck, G.R.","contributorId":152274,"corporation":false,"usgs":false,"family":"Bouck","given":"G.R.","email":"","affiliations":[],"preferred":false,"id":588799,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70043690,"text":"70043690 - 1982 - Reconnaissance of the quality of surface water in the San Rafael River basin, Utah","interactions":[{"subject":{"id":24003,"text":"ofr80574 - 1980 - Reconnaissance of the quality of surface water in the San Rafael River basin, Utah","indexId":"ofr80574","publicationYear":"1980","noYear":false,"title":"Reconnaissance of the quality of surface water in the San Rafael River basin, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":70043690,"text":"70043690 - 1982 - Reconnaissance of the quality of surface water in the San Rafael River basin, Utah","indexId":"70043690","publicationYear":"1982","noYear":false,"title":"Reconnaissance of the quality of surface water in the San Rafael River basin, Utah"},"id":1}],"lastModifiedDate":"2016-12-12T16:11:37","indexId":"70043690","displayToPublicDate":"2013-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"72","title":"Reconnaissance of the quality of surface water in the San Rafael River basin, Utah","docAbstract":"The water-quality reconnaissance of the San Rafael River basin, Utah, encompassed an area of about 2,300 square miles (5,960 square kilometers). Data were obtained by the U.S. Geological Survey one or more times at 116 sites from June 1977 to September 1978. At 19 other sites visited during the same period, the streams were dry. Precipitation and stream discharge were significantly less than normal during 1977 and ranged from less than to more than normal during 1978. Exposed rocks in the San Rafael River basin range in age from Permian to Holocene. The Carmel Formation of Jurassic age and various members of the Mancos Shale of Cretaceous age are major contributors of dissolved solids to streams in the basin. There are eight major reservoirs having a total usable capacity of 115, 000 acre-feet (142 cubic hectometers); seven are mainly for irrigation supply; one, having a usable capacity of 30,530 acre-feet (38 cubic hectometers), is for power plant water supply. From about April to November, major diversions from Huntington, Cottonwood, and Ferron Creeks nearly deplete the flow downstream; during such periods, downstream flow in these streams and in the San Rafael River is mainly irrigation-return flow and some ground-water seepage. The water at the points of major diversion on Huntington, Cottonwood, and Ferron Creeks is of excellent quality for irrigation; salinity hazard is low to medium, and sodium hazard is low. Dissolved-solids concentrations are less than 500 milligrams per liter. The water at the mouths of Huntington, Cottonwood, and Ferron Creeks has markedly larger dissolved-solids concentrations than does the water upstream from major diversions. The changes in the chemical quality occur in stream reaches that cross a belt of land 10 to 15 miles (16 to 24 kilometers) wide where the Mancos Shale is widely exposed. This also is the area where nearly all the intensive irrigation in the San Rafael River basin is practiced. There are no perennial tributaries to the San Rafael River downstream from Ferron Creek. Except during infrequent short periods of runoff from cloudbursts or snowmelt, the flow in the San Rafael River is composed of the flow that reaches the mouths of Huntington, Cottonwood, and Ferron Creeks. The quality of water in the mainstem of the San Rafael River is largely determined by the major consumptive use of water for irrigation in upstream areas and by the poor quality of irrigation-return flow. During the data-collection periods for this study, dissolved-solids concentrations in the San Rafael River were more than 2,000 milligrams per liter except during snowmelt runoff in June 1978 and during a major flood in August 1977. The concentrations of trace elements, with the exception of strontium, were relatively small; strontium concentrations exceeded 1,500 micrograms per liter at seven sites. Most of the suspended-sediment discharge of the San Rafael River probably occurs during a few days each year and results mainly from cloudburst runoff.","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United States Geological Survey in cooperation with The Utah Department of Natural Resources and Energy Division of Water Rights","usgsCitation":"Mundorff, J.C., and Thompson, K.R., 1982, Reconnaissance of the quality of surface water in the San Rafael River basin, Utah: Technical Publication 72, vi, 53 p.","productDescription":"vi, 53 p.","numberOfPages":"64","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":267618,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":331994,"rank":0,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-5-720"},{"id":267617,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w920009x.pdf"}],"country":"United States","state":"Utah","otherGeospatial":"San Rafael River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.5,\n              38.4\n            ],\n            [\n              -111.5,\n              39.75\n            ],\n            [\n              -110,\n              39.75\n            ],\n            [\n              -110,\n              38.4\n            ],\n            [\n              -111.5,\n              38.4\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"51235b85e4b0c9f2bfcf8d47","contributors":{"authors":[{"text":"Mundorff, J. C.","contributorId":63374,"corporation":false,"usgs":true,"family":"Mundorff","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":474085,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thompson, Kendall R.","contributorId":100854,"corporation":false,"usgs":true,"family":"Thompson","given":"Kendall","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":474086,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":47552,"text":"wdrIN811 - 1982 - Water resources data, Indiana, water year 1981","interactions":[],"lastModifiedDate":"2014-06-26T11:08:09","indexId":"wdrIN811","displayToPublicDate":"1994-01-01T07:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"IN-81-1","title":"Water resources data, Indiana, water year 1981","docAbstract":"<p>Water resources data for the 1981 water year for Indiana consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels in wells. This report contains discharge records for 195 gaging stations, stage and contents for 12 lakes and reservoirs, releases from 6 flood control reservoirs, water quality for 51 gaging stations, and water levels for 84 observation wells. Also included are 95 crest-stage partial-record stations and 42 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data-collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Indiana.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrIN811","collaboration":"Prepared in cooperation with the State of Indiana and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data, Indiana, water year 1981: U.S. Geological Survey Water Data Report IN-81-1, xiv, 448 p., https://doi.org/10.3133/wdrIN811.","productDescription":"xiv, 448 p.","numberOfPages":"465","temporalStart":"1980-10-01","temporalEnd":"1981-09-30","costCenters":[],"links":[{"id":288330,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdrIN811.jpg"},{"id":288329,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/in-81-1/report.pdf"}],"country":"United States","state":"Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.0979,37.7717 ], [ -88.0979,41.7607 ], [ -84.7847,41.7607 ], [ -84.7847,37.7717 ], [ -88.0979,37.7717 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f70b0","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":531753,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26187,"text":"wri8226 - 1982 - Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri","interactions":[],"lastModifiedDate":"2017-12-06T12:52:13","indexId":"wri8226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-26","title":"Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri","docAbstract":"<p>A network of water-quality-monitoring stations was established upstream and downstream from the Southwest Wastewater-Treatment Plant on Wilsons Creek to monitor the effects of sewage effluent on water quality. Data indicate that 82 percent of the time the flow in Wilsons Creek upstream from the wastewater-treatment plant is less than the effluent discharged from the plant. On October 15, 1977, an advanced wastewater-treatment facility was put into operation. Of the four water-quality indicators measured at the monitoring stations (specific conductance, dissolved oxygen, pH, and water temperature), only dissolved oxygen showed improvement downstream from the plant. During urban runoff, the specific conductance momentarily increased and dissolved-oxygen concentration momentarily decreased in Wilsons Creek upstream from the plant. Urban runoff was found to have no long-term effects on specific conductance and dissolved oxygen downstream from the plant before or after the addition of the advanced wastewater-treatment facility. Data collected monthly from the James River showed that the dissolved-oxygen concentrations and the total nitrite plus nitrate nitrogen concentrations increased, whereas the dissolved-manganese concentrations decreased after the advanced wastewater-treatment facility became operational.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8226","usgsCitation":"Berkas, W.R., 1982, Streamflow and water-quality conditions, Wilsons Creek and James River, Springfield area, Missouri: U.S. Geological Survey Water-Resources Investigations Report 82-26, v, 38 p., https://doi.org/10.3133/wri8226.","productDescription":"v, 38 p.","numberOfPages":"49","costCenters":[],"links":[{"id":157616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0026/report-thumb.jpg"},{"id":349774,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","city":"Springfield","otherGeospatial":"James River, Wilsons Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.49983215332031,\n              36.99322996239362\n            ],\n            [\n              -93.27529907226562,\n              36.99322996239362\n            ],\n            [\n              -93.27529907226562,\n              37.20462845803212\n            ],\n            [\n              -93.49983215332031,\n              37.20462845803212\n            ],\n            [\n              -93.49983215332031,\n              36.99322996239362\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e9b","contributors":{"authors":[{"text":"Berkas, Wayne R. wrberkas@usgs.gov","contributorId":425,"corporation":false,"usgs":true,"family":"Berkas","given":"Wayne","email":"wrberkas@usgs.gov","middleInitial":"R.","affiliations":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195957,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4822,"text":"pp1183 - 1982 - Landslide overview map of the conterminous United States","interactions":[],"lastModifiedDate":"2020-03-17T12:13:28","indexId":"pp1183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"1183","title":"Landslide overview map of the conterminous United States","docAbstract":"The accompanying landslide overview map of the conterminous United States is one of a series of National Environmental Overview Maps that summarize geologic, hydrogeologic, and topographic data essential to the assessment of national environmental problems. The map delineates areas where large numbers of landslides exist and areas which are susceptible to landsliding. It was prepared by evaluating the geologic map of the United States and classifying the geologic units according to high, medium, or low landslide incidence (number) and high, medium, or low susceptibility to landsliding.\r\n\r\n        Rock types, structures, topography, precipitation, landslide type, and landslide incidence are mentioned for each physical subdivision of the United States. The differences in slope stability between the Colorado Plateau, the Appalachian Highlands, the Coast Ranges of California, and the Southern Rocky Mountains are compared in detail, to illustrate the influence of various natural factors on the types of landsliding that occur in regions having different physical conditions. These four mountainous regions are among the most landslide-prone areas in the United States.\r\n\r\n      The Colorado Plateau is a deformed platform where interbedded sedimentary rocks of varied lithologic properties have been gently warped and deeply eroded. The rocks are extensively fractured. Regional fracture systems, joints associated with individual geologic structures, and joints parallel to topographic surfaces, such as cliff faces, greatly influence slope stability. Detached blocks at the edges of mesas, as well as columns, arched recesses, and many natural arches on the Colorado Plateau, were formed wholly or in part by mass movement.\r\n\r\n        In the Appalachian Highlands, earth flows, debris flows, and debris avalanches predominate in weathered bedrock and colluvium. Damaging debris avalanches result when persistent steady rainfall is followed by a sudden heavy downpour. Landsliding in unweathered bedrock is controlled locally by joint systems similar to those on the Colorado Plateau. In some places, outward gravitational movement of valley walls due to stress release has formed anticlines and caused thrusting in the center of valleys. \r\n\r\n        In the Coast Ranges of California, slopes are steep, and rocks are varied and extensively deformed. One of the most slide-prone terrains of the Coast Ranges is the tectonic melange of the Franciscan assemblage, on which huge masses of debris are moving slowly downslope. In southern California, debris flows generated by soil slips are particularly damaging. Similar flows are common in poorly consolidated Tertiary rocks of the central part of the State. Like the debris avalanches of the Appalachian Highlands, the flows form during intense rainfall after previous steady rain.\r\n\r\n        The Southern Rocky Mountains are complex in rock type and climate, so that the landslides there are also complex. Slides range from rock-falls at one extreme to slumps and debris flows at the other. They include ?sackungen,? which are distinguished by ridgetop grabens associated with uphill-facing scarps on ridge sides, both features of gravitational origin. Extensive regional joint patterns have not been recognized, and shallow soil slips are only a minor hazard.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1183","usgsCitation":"Radbruch-Hall, D.H., Colton, R.B., Davies, W.E., Lucchitta, I., Skipp, B.A., and Varnes, D., 1982, Landslide overview map of the conterminous United States (Version 1.0): U.S. Geological Survey Professional Paper 1183, 25 p., https://doi.org/10.3133/pp1183.","productDescription":"25 p.","costCenters":[],"links":[{"id":506,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/p1183/","linkFileType":{"id":5,"text":"html"}},{"id":373252,"rank":2,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/ofr97289","text":"Open File Report 97-289","linkFileType":{"id":5,"text":"html"},"linkHelpText":"Digital compilation of landslide overview map of the conterminous United States"},{"id":124780,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/pp_1183.jpg"},{"id":373259,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/ofr97289B","text":"Open File Report 97-289-B","linkFileType":{"id":5,"text":"html"},"linkHelpText":"Digital compilation of landslide overview map of the conterminous United States"}],"country":"United States","otherGeospatial":"conterminous United States","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"geometry\": {\n        \"type\": \"MultiPolygon\",\n        \"coordinates\": [\n          [\n            [\n              [\n                -94.81758,\n                49.38905\n              ],\n              [\n                -94.64,\n                48.84\n              ],\n              [\n                -94.32914,\n                48.67074\n              ],\n              [\n            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  49.38905\n              ]\n            ]\n          ]\n        ]\n      },\n      \"properties\": {\n        \"name\": \"United States\"\n      }\n    }\n  ]\n}","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab4ba","contributors":{"authors":[{"text":"Radbruch-Hall, Dorothy H.","contributorId":102462,"corporation":false,"usgs":true,"family":"Radbruch-Hall","given":"Dorothy","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":149838,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Colton, Roger B.","contributorId":17967,"corporation":false,"usgs":true,"family":"Colton","given":"Roger","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":149834,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davies, William E.","contributorId":74730,"corporation":false,"usgs":true,"family":"Davies","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":149835,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lucchitta, Ivo","contributorId":94291,"corporation":false,"usgs":true,"family":"Lucchitta","given":"Ivo","email":"","affiliations":[],"preferred":false,"id":149837,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Skipp, Betty A. bskipp@usgs.gov","contributorId":1778,"corporation":false,"usgs":true,"family":"Skipp","given":"Betty","email":"bskipp@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":149833,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Varnes, David J.","contributorId":86322,"corporation":false,"usgs":true,"family":"Varnes","given":"David J.","affiliations":[],"preferred":false,"id":149836,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":9115,"text":"ofr82793 - 1982 - Heat-flow measurements at shot points along the 1978 Saudi Arabia seismic deep-refraction line; Part I, Results of the measurements","interactions":[],"lastModifiedDate":"2012-02-02T00:06:14","indexId":"ofr82793","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-793","title":"Heat-flow measurements at shot points along the 1978 Saudi Arabia seismic deep-refraction line; Part I, Results of the measurements","docAbstract":"Heat-flow measurements were made at five onland shot points of the 1978 Saudi Arabian seismic deep-refraction line, which sample major tectonic elements of the Arabian Shield along a profile from Ar Riyad to the Farasan Islands. Because of the pattern drilling at each shot point, several holes (60 m deep) could be logged for temperature at each site and thus allow a better estimate of the geothermal gradient. Each site was mapped and sampled in detail, and modal and. chemical analyses of representative specimens were made in the laboratory. Thermal conductivities were computed from the modal analyses and single-mineral conductivity data. \r\n\r\nThe resulting heat-flow values, combined with published values for the Red Sea and coastal plain, indicate a three-level pattern, with a heat flow of about 4.5 heat-flow unit (HFU) over the Red Sea axial trough, about 3.0 HFU over the shelf and coastal plain, and an essentially constant 1.0 HFU over the Arabian Shield at points well away from the suture zone with the oceanic crust. At three sites where the rocks are granitic, gamma-ray spectrometry techniques were employed to estimate thorium, potassium, and uranium concentrations. The resulting plot of heat generation versus heat flow suggests that in the Arabian Shield the relationship between heat flow and heat production is not linear. More heat-flow data are essential to establish or reject this conclusion.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82793","usgsCitation":"Gettings, M.E., and Showail, A., 1982, Heat-flow measurements at shot points along the 1978 Saudi Arabia seismic deep-refraction line; Part I, Results of the measurements: U.S. Geological Survey Open-File Report 82-793, iii, 102 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82793.","productDescription":"iii, 102 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":141929,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0793/report-thumb.jpg"},{"id":36727,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0793/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a69e4b07f02db63c289","contributors":{"authors":[{"text":"Gettings, M. E.","contributorId":25148,"corporation":false,"usgs":true,"family":"Gettings","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159125,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Showail, Abdullah","contributorId":63014,"corporation":false,"usgs":true,"family":"Showail","given":"Abdullah","email":"","affiliations":[],"preferred":false,"id":159126,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9116,"text":"ofr82794 - 1982 - Heat-flow measurements at shot points along the 1978 Saudi Arabia seismic deep-refraction line; Part II, Discussion and interpretation","interactions":[],"lastModifiedDate":"2012-02-02T00:06:14","indexId":"ofr82794","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-794","title":"Heat-flow measurements at shot points along the 1978 Saudi Arabia seismic deep-refraction line; Part II, Discussion and interpretation","docAbstract":"The heat-flow profile across the Arabian Shield from Ar Riyad to Ad Darb and across the Red Sea is examined for compatibility with the lithospheric structure of the area as deduced from geologic and other geophysical data. Broad continental uplift associated with Red Sea rifting is symmetric about the Red Sea axis, and geologic and geochronologic evidence indicate that uplift has occurred mainly in the interval 25-13 Ma (mega-annum) ago. Thermal-profile changes in the upper mantle resulting from an influx of hot material associated with rifting yield the correct order of magnitude of uplift, and this mechanism is suggested as the explanation for the regional doming. A lithospheric section, constructed from seismic refraction, gravity, and regional geologic data, provides the framework for construction of thermal models. \r\n\r\nThermal gradient measurements were made in drill holes at five shot points. Geotherms for the Shield, which assume a radiogenic heat-source distribution that decreases exponentially with depth, yield temperatures of about 450?C at a depth of 40 km (base of the crust) for shot points 2 (Sabhah) and 3. The geotherm for shot point 4 (near Bishah) yields a distinctly higher temperature (about 580?C) for the same depth. \r\n\r\nStatic models used to model the heat flow in the oceanic crust of the Red Sea shelf and coastal plain either yield too small a heat flow to match the observed heat flow or give lithosphere thicknesses that are so thin as to be improbable. Dynamic (solid-state accretion) models, which account for mantle flow at the base of the lithosphere, adequately match the observed heat-flow values. In the deep-water trough of the Red Sea, which is presently undergoing active sea-floor spreading, classical models of heat flow for a moving slab with accretion at the spreading center are adequate to explain the average heat-flow level. \r\n\r\nAt shot point 5 (Ad Darb), the anomalous heat flow of 2 HFU (heat-flow units) can be explained in terms of a Shield component (0.8-1.0 HFU) and a component related to heating by the abutting oceanic crust a few kilometers away for periods exceeding 10 Ma. Analytical results are included for: 1) the cooling of a static sheet with an initial temperature distribution characteristic of a moving slab in a sea-floor spreading environment, and 2) the heating of a homogeneous quarter-space at its vertical boundary.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82794","usgsCitation":"Gettings, M.E., 1982, Heat-flow measurements at shot points along the 1978 Saudi Arabia seismic deep-refraction line; Part II, Discussion and interpretation: U.S. Geological Survey Open-File Report 82-794, ii, 43 p., ill. ;28 cm., https://doi.org/10.3133/ofr82794.","productDescription":"ii, 43 p., ill. ;28 cm.","costCenters":[],"links":[{"id":141604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0794/report-thumb.jpg"},{"id":36728,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0794/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a69e4b07f02db63c67f","contributors":{"authors":[{"text":"Gettings, M. E.","contributorId":25148,"corporation":false,"usgs":true,"family":"Gettings","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159127,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9180,"text":"ofr82644 - 1982 - Subsurface information from eight wells drilled at the Idaho National Engineering Laboratory, southeastern Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:06:16","indexId":"ofr82644","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-644","title":"Subsurface information from eight wells drilled at the Idaho National Engineering Laboratory, southeastern Idaho","docAbstract":"The Idaho National Engineering Laboratory (INEL) covers about 890 square miles of the eastern Snake River Plain, in southeastern Idaho. The eastern Snake River Plain is a structural basin which has been filled with thin basaltic lava flows, rhyolitic deposits, and interbedded sediments. These rocks form an extensive ground-water reservoir known as the Snake River Plain aquifer. \r\n\r\nSix wells were drilled and two existing wells were deepened at the INEL from 1969 through 1974. Interpretation of data from the drilling program confirms that the subsurface is dominated by basalt flows interbedded with layers of sediment, cinders, and silicic volcanic rocks. \r\n\r\nWater levels in the wells show cyclic seasonal fluctuations of maximum water levels in winter and minimum water levels in mid-summer. Water levels in three wells near the Big Lost River respond to changes in recharge to the Snake River Plain aquifer from the Big Lost River. Measured water levels in multiple piezometers in one well indicate increasing pressure heads with depth. A marked decline in water levels in the wells since 1977 is attributed to a lack of recharge to the Snake River Plain aquifer.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82644","usgsCitation":"Goldstein, F., and Weight, W., 1982, Subsurface information from eight wells drilled at the Idaho National Engineering Laboratory, southeastern Idaho: U.S. Geological Survey Open-File Report 82-644, v, 34 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82644.","productDescription":"v, 34 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":141609,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0644/report-thumb.jpg"},{"id":36794,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0644/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6997a8","contributors":{"authors":[{"text":"Goldstein, F.J.","contributorId":71975,"corporation":false,"usgs":true,"family":"Goldstein","given":"F.J.","email":"","affiliations":[],"preferred":false,"id":159233,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weight, W.D.","contributorId":81906,"corporation":false,"usgs":true,"family":"Weight","given":"W.D.","email":"","affiliations":[],"preferred":false,"id":159234,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":7572,"text":"ofr821015 - 1982 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","interactions":[{"subject":{"id":7572,"text":"ofr821015 - 1982 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"ofr821015","publicationYear":"1982","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"predicate":"SUPERSEDED_BY","object":{"id":746,"text":"wsp2229 - 1984 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"wsp2229","publicationYear":"1984","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"id":1}],"supersededBy":{"id":746,"text":"wsp2229 - 1984 - Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","indexId":"wsp2229","publicationYear":"1984","noYear":false,"title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland"},"lastModifiedDate":"2025-07-29T18:50:45.55039","indexId":"ofr821015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-1015","title":"Test well DO-CE 88 at Cambridge, Dorchester County, Maryland","docAbstract":"<p>Test well DO-CE 88 at Cambridge, Maryland, penetrated 3,299 feet of unconsolidated Quaternary, Tertiary and Cretaceous sediments and bottomed in quartz-monzonite gneiss. The well was drilled to provide data for a study of the aquifer system of the northern Atlantic Coastal Plain. Twenty-one core samples were collected. Six sand zones were tested for aquifer properties and sampled for ground-water chemistry. Point-water heads were measured at seven depths. Environmental heads (which ranged from -18.33 to +44.16 feet relative to sea level) indicate an upward component of flow. A temperature log showed a maximum temperature of 41.9 degrees Celsius and a mean temperature gradient of 0.00838 degrees Celsius per foot.</p><p>The water analyses delineated the freshwater-saltwater transition zone between 2,650 and 3,100 feet. The ground water changes progressively downward from a sodium bicarbonate to a sodium chloride character. Clays in the analyzed core samples belong to the montmorillonite and kaolinite groups, and mean cation exchange capacity ranged from 8.3 to 38.9 milliequivalents per 100 grams.</p><p>Vertical and horizontal hydraulic conductivities measured in cores ranged from 1.5 x 10-s to 1.3 feet per day and from 7.3 x 10-6 to 1.3 feet per day, respectively, but the most permeable sands were not cored. Porosity was 1.5 percent in the quartz monzonite bedrock and ranged from 22.4 to 41 percent in the overlying sediments. Transmissivities from aquifer tests ranged from 25 to 850 feet squared per day, horizontal hydraulic conductivities ranged from 2.5 to 85 feet squared per day, and intrinsic permeabilities ranged from 0.8 to 23 micrometers squared.</p><p>Fossils identified in core samples include palynomorphs, dinoflagellates, and foraminifers.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr821015","usgsCitation":"Trapp, H., Knobel, L., Meisler, H., and Leahy, P., 1982, Test well DO-CE 88 at Cambridge, Dorchester County, Maryland: U.S. Geological Survey Open-File Report 82-1015, vi, 81 p., https://doi.org/10.3133/ofr821015.","productDescription":"vi, 81 p.","costCenters":[],"links":[{"id":493140,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1015/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140702,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1015/report-thumb.jpg"}],"country":"United States","state":"Maryland","county":"Dorchester 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684b65","contributors":{"authors":[{"text":"Trapp, Henry","contributorId":107693,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","affiliations":[],"preferred":false,"id":156180,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knobel, L.L.","contributorId":83115,"corporation":false,"usgs":true,"family":"Knobel","given":"L.L.","affiliations":[],"preferred":false,"id":156178,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Meisler, Harold","contributorId":34103,"corporation":false,"usgs":true,"family":"Meisler","given":"Harold","email":"","affiliations":[],"preferred":false,"id":156177,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Leahy, P.P.","contributorId":104896,"corporation":false,"usgs":true,"family":"Leahy","given":"P.P.","email":"","affiliations":[],"preferred":false,"id":156179,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":9624,"text":"ofr82554 - 1982 - Water resources program of the U.S. Geological Survey related to agriculture in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr82554","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-554","title":"Water resources program of the U.S. Geological Survey related to agriculture in Louisiana","docAbstract":"Surveillance activities of the U.S. Geological Survey Louisiana District include long-term, hydrologic-data-collection sites that serve a current-purpose, management function and (or) that furnish a data base for interpretative studies. The proposed program for 1982 includes a network of 69 surface-water data sites (continuous gaging stations), 250 flood-data sites (crest-stage stations), 679 ground-water wells (water-level observation and water-quality monitor wells), and 138 water-quality sites. The geographic distribution of the data sites is shown in the report. Interpretive studies have objectives that are oriented toward a particular geographic area , to a particular set of hydrologic phenomena, or to obtain information for use in solving specific problems. Current studies of interest to agriculture include the following: (1) Flood hydraulics and hydrology, (2) Low-flow or base-flow of streams in Louisiana, (3) Hydrologic studies in southwestern Louisiana, (4) Hydrologic impacts of surface mining in northern Louisiana, (5) Sparta aquifer study, and (6) Limnology of freshwater lakes. A network of partial record sites is also maintained to monitor specific flows. Peak stages (crest stage) are only recorded at sites where flood information is of interest. At other sites, only the low-flow or base-flow recession is obtained for use in determining relations between ground water and surface water, to assess water supply, and for effluent studies. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82554","usgsCitation":"Huntzinger, T., 1982, Water resources program of the U.S. Geological Survey related to agriculture in Louisiana: U.S. Geological Survey Open-File Report 82-554, iii, 22 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82554.","productDescription":"iii, 22 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":141762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0554/report-thumb.jpg"},{"id":37355,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0554/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f3e4b07f02db5ef463","contributors":{"authors":[{"text":"Huntzinger, T.L.","contributorId":67503,"corporation":false,"usgs":true,"family":"Huntzinger","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":160012,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":47553,"text":"wdrGA811 - 1982 - Water resources data Georgia, water year 1981","interactions":[],"lastModifiedDate":"2025-08-08T14:56:00.26154","indexId":"wdrGA811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"GA-81-1","title":"Water resources data Georgia, water year 1981","docAbstract":"<p>Water resources data for the 1981 water year for Georgia consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and ground-water levels. This report contains discharge records of 109 gaging stations; stage for 10 gaging stations; stage and contents for 17 lakes and reservoirs; water quality for 22 continuous stations, 131 periodic stations and miscellaneous sites; peak stage and dis-charge only for 106 crest-stage partial-record stations and 4 miscellaneous sites; measurements of discharge at 25 low-flow partial-record stations and 57 miscellaneous sites; and water levels of 28 observation wells. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Georgia.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrGA811","collaboration":"Prepared in cooperation with the State of Georgia and with other Federal agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data Georgia, water year 1981: U.S. Geological Survey Water Data Report GA-81-1, ix, 446 p., https://doi.org/10.3133/wdrGA811.","productDescription":"ix, 446 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":493838,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/ga-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":135821,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/ga-81-1/report-thumb.jpg"}],"country":"United 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,{"id":7227,"text":"ofr82506 - 1982 - Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1980","interactions":[],"lastModifiedDate":"2017-06-14T10:52:23","indexId":"ofr82506","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-506","title":"Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1980","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, Houston, and San Antonio. Studies have been completed in the Dallas and Fort Worth areas.</p>\n<p>The Geological Survey, in cooperation with the Texas Department of Water Resources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones fault zone.</p>\n<p>The objectives of the Austin urban hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.</li>\n<li>To determine the effect of urban development on flood peaks and volume.</li>\n<li>To determine the variations in water quality during different seasons and flow conditions in representatives watersheds under various types of urban development.</li>\n<li>To quantitatively appraise the ground-water resources along the Balcones fault zone, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the Edwards aquifer that is is hydrologic circulation with Barton Springs.</li>\n</ol>\n<p>This report presents the basic hydrologic data collected in the Austin urban area for the 1980 water year (Oct. 1, 1979 to Sept. 30, 1980).</p>\n<p>Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-80-3, 1980.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82506","collaboration":"Prepared in cooperation with the City of Austin and the Texas Department of Water Resources","usgsCitation":"Slade, R., Gaylord, J., Dorsey, M., Mitchell, R., and Gordon, J., 1982, Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1980: U.S. Geological Survey Open-File Report 82-506, 264 p., https://doi.org/10.3133/ofr82506.","productDescription":"264 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":34622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0506/report.pdf","text":"Report","size":"5.06 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":140696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0506/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608013","contributors":{"authors":[{"text":"Slade, R.M.","contributorId":84364,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","affiliations":[],"preferred":false,"id":154834,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gaylord, J.L.","contributorId":46520,"corporation":false,"usgs":true,"family":"Gaylord","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":154832,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":154833,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mitchell, R.N.","contributorId":94301,"corporation":false,"usgs":true,"family":"Mitchell","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":154835,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":154831,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":30444,"text":"wri824118 - 1982 - Geologic and well-construction data for the H-8 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri824118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4118","title":"Geologic and well-construction data for the H-8 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"The H-8 complex, a group of three closely-spaced boreholes, is located 9 miles south of the proposed Waste Isolation Pilot Plant site in southeastern Eddy County, New Mexico. The holes were drilled during July, August, and September of 1979 to obtain geologic and hydrologic data to better define the regional ground-water-flow system. The geologic data presented in this report are part of a site-characterization study for the possible disposal of defense-associated radioactive wastes within salt beds of the Salado Formation of Permian age. The geologic data include detailed descriptions of cores, cuttings, and geophysical logs. Each borehole was designed to penetrate a distinct water-bearing zone: H-8a (total depth 505 feet) was completed just below the Magenta Dolomite Member of the Rustler Formation of Permian Age; H-8b (total depth 624 feet) was completed just belows the Culebra Dolomite Member of the Rustler Formation; and H-8c (total depth 808 feet) was completed just below the Rustler Formation-Salado Formation contact. The geologic units penetrated in borehole H-8c are surficial alluvium and eolian sand of Holocene age (0-4 feet); the Mescalero caliche (4-10 feet) and Gatuna Formation (10-153 feet) , both of Pleistocene age; and the Dewey Lake Red Beds (153-399 feet), the Rustler Formation (399-733 feet), and part of the Salado Formation penetrated by borehole H-8c is composed of residue from dissolution of halite and associated rocks, and the hydration of anhydrite to gypsum, indicating that the eastward-moving dissolution front on top of the Salado, found just to the west of the WIPP site, has reached the H-8 site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824118","usgsCitation":"Wells, J., and Drellack, S., 1982, Geologic and well-construction data for the H-8 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-4118, iv, 46 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824118.","productDescription":"iv, 46 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123487,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4118/report-thumb.jpg"},{"id":59227,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4118/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59226,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7fa9","contributors":{"authors":[{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":203265,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Drellack, S.L.","contributorId":19973,"corporation":false,"usgs":true,"family":"Drellack","given":"S.L.","affiliations":[],"preferred":false,"id":203264,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8727,"text":"ofr82426 - 1982 - Annual snowmelt and rainfall peak-flow data on selected foothills region streams, South Platte River, Arkansas River, and Colorado River basins, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr82426","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-426","title":"Annual snowmelt and rainfall peak-flow data on selected foothills region streams, South Platte River, Arkansas River, and Colorado River basins, Colorado","docAbstract":"Peak flows in the foothills region of Colorado are attributable to two meteorological sources--snowmelt and rainfall. As part of a study of the hydrology of foothills streams in Colorado, charts from streamflow gages on unregulated streams were examined to determined the source of peak-flow events. Snowmelt-runoff peaks were distinguished from rainfall-runoff peaks on the basis of daily and seasonal occurrence, hydrograph shape, and local weather conditions. Peak-flow data for snowmelt runoff and rainfall runoff are presented for 69 streamflow-gaging stations in the South Platte River, the Arkansas River, and the Colorado River basins. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82426","usgsCitation":"Elliott, J.G., Jarrett, R., and Ebling, J., 1982, Annual snowmelt and rainfall peak-flow data on selected foothills region streams, South Platte River, Arkansas River, and Colorado River basins, Colorado: U.S. Geological Survey Open-File Report 82-426, iv, 90 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82426.","productDescription":"iv, 90 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":141062,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0426/report-thumb.jpg"},{"id":36298,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0426/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b8df","contributors":{"authors":[{"text":"Elliott, J. G.","contributorId":45341,"corporation":false,"usgs":true,"family":"Elliott","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":158218,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":158217,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ebling, J.L.","contributorId":81978,"corporation":false,"usgs":true,"family":"Ebling","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":158219,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10051,"text":"ofr82164 - 1982 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979","interactions":[],"lastModifiedDate":"2017-04-19T10:18:01","indexId":"ofr82164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-164","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, Houston, and San Antonio.</p><p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p><ol><li>To determine, on the basis of historical data and hydro!ogic analyses, the magnitude and frequency of flood peaks and flood volumes.</li><li>To determine the effect of urban development on flood peaks and volumes.</li><li>To ascertain the variation in water quality for different flow conditions and different seasons.</li></ol><p>This report, the sixteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents hydro!ogic data collected in the Houston urban area for the 1979 water year (October 1, 1978 to September 30, 1979).</p><p>A report by Johnson and Sayre (1973) utilized records collected from 1965 to 1969 to make a study of the effects of urbanization on floods in the Houston area. The report also summarizes various basin parameters. A report by Waddell, Massey, and Jennings (1979) presents data on computed runoff from the Houston area and computed concentrations and loads of selected waterquality constituents combined in the inflow to Galveston Bay. The study utilized a variation of the \"STORM\" model developed by the Hydro!ogic Engineering Center of the U.S. Army Corps of Engineers. A report prepared by Li scum and Massey (1980) presents a technique for estimating the magnitude and frequency of floods in the Houston area from drainage areas, bank-full conveyance, and percentage of urban development.</p><p>A definition of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in \"U.S. Geological Survey, Water-resources data for Texas, volume 2, 1979.\"</p><p>To facilitate the publication and distribution of this report at the earliest feasible time, some material has been included that does not conform to the formal publications standards of the U.S. Geological Survey.</p><p>&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82164","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., Weigel, J.F., and Bruchmiller, J., 1982, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979: U.S. Geological Survey Open-File Report 82-164, 308 p., https://doi.org/10.3133/ofr82164.","productDescription":"308 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":145609,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0164/report-thumb.jpg"},{"id":37900,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0164/report.pdf","text":"Report","size":"6.18 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.36819458007811,\n              30.039377605001338\n            ],\n            [\n              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Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":160733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weigel, Jay F.","contributorId":19560,"corporation":false,"usgs":true,"family":"Weigel","given":"Jay","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":160732,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bruchmiller, J.P.","contributorId":102490,"corporation":false,"usgs":true,"family":"Bruchmiller","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":160734,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":7140,"text":"ofr82589 - 1982 - Field, model, and computer simulation study of some aspects of the origin and distribution of Colorado Plateau-type uranium deposits","interactions":[],"lastModifiedDate":"2012-02-02T00:06:08","indexId":"ofr82589","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-589","title":"Field, model, and computer simulation study of some aspects of the origin and distribution of Colorado Plateau-type uranium deposits","docAbstract":"Numerous hypotheses have been proposed to account for the nature and distribution of tabular uranium and vanadium-uranium deposits of the Colorado Plateau. In one of these hypotheses it is suggested that the deposits resulted from geochemical reactions at the interface between a relatively stagnant groundwater solution and a dynamic, ore-carrying groundwater solution which permeated the host sandstones (Shawe, 1956; Granger, et al., 1961; Granger, 1968, 1976; and Granger and Warren, 1979). The study described here was designed to investigate some aspects of this hypothesis, particularly the nature of fluid flow in sands and sandstones, the nature and distribution of deposits, and the relations between the deposits and the host sandstones. \r\n\r\nThe investigation, which was divided into three phases, involved physical model, field, and computer simulation studies. During the initial phase of the investigation, physical model studies were conducted in porous-media flumes. These studies verified the fact that humic acid precipitates could form at the interface between a humic acid solution and a potassium aluminum sulfate solution and that the nature and distribution of these precipitates were related to flow phenomena and to the nature and distribution of the host porous-media. During the second phase of the investigation field studies of permeability and porosity patterns in Holocene stream deposits were investigated and the data obtained were used to design more realistic porous media models. These model studies, which simulated actual stream deposits, demonstrated that precipitates possess many characteristics, in terms of their nature and relation to host sandstones, that are similar to ore deposits of the Colorado Plateau. \r\n\r\nThe final phase of the investigation involved field studies of actual deposits, additional model studies in a large indoor flume, and computer simulation studies. The field investigations provided an up-to-date interpretation of the depositional environments of the host sandstones in the Slick Rock District and data on the nature and distribution of the ore deposits which are found to be directly related to the architecture of the host sandstones which acted as conduits for the transport of mineralized groundwaters. Large-scale model studies, designed to simulate Grants Mineral Belt deposits, demonstrated that precipitates had characteristics similar to those of actual uranium deposits and data obtained from these studies strongly supported the hypothesis that the ores formed soon after deposition of the host sandstones and that their distribution was largely controlled by permeability and porosity patterns established at the time of deposition of the host sandstones. \r\n\r\nA numerical model was developed during the second and third stages of the investigation that can predict favorable locations for mineralization given sufficient data on porosity, hydraulic conductivity, the distribution and thickness of sandstone hosts, and an estimate of the initial hydrologic conditions. The model was successfully tested using data from the Slick Rock District.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82589","usgsCitation":"Ethridge, F., Sunada, D., Tyler, N., and Andrews, S., 1982, Field, model, and computer simulation study of some aspects of the origin and distribution of Colorado Plateau-type uranium deposits: U.S. Geological Survey Open-File Report 82-589, 56 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82589.","productDescription":"56 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":141542,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0589/report-thumb.jpg"},{"id":34446,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0589/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49bde4b07f02db5d0bc1","contributors":{"authors":[{"text":"Ethridge, F.G.","contributorId":42211,"corporation":false,"usgs":true,"family":"Ethridge","given":"F.G.","email":"","affiliations":[],"preferred":false,"id":154448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sunada, D.K.","contributorId":87940,"corporation":false,"usgs":true,"family":"Sunada","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":154449,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tyler, Noel","contributorId":16010,"corporation":false,"usgs":true,"family":"Tyler","given":"Noel","email":"","affiliations":[],"preferred":false,"id":154447,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Andrews, Sarah","contributorId":104059,"corporation":false,"usgs":true,"family":"Andrews","given":"Sarah","email":"","affiliations":[],"preferred":false,"id":154450,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
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