Water logging and flooding of some roads and agricultural lands have become a problem in the Lake Nettie area of eastern McLean County. Part of the flooding is caused by the raising of Lake Audubon about 13 feet from an elevation of about 1,835 feet to 1,848 feet and its effect on ground-water levels in the upper unit of the Lake Nettie aquifer by way of leakage from the lower unit. The major part of the flooding is caused by the greater than normal precipitation and the resulting runoff.
Recharge to the aquifer is from the direct infiltration of precipitation and snowmelt, the lateral percolation of water from the adjacent Fort Union Formation and glacial-drift aquifers, and from Lake Audubon. Discharge is by evapotranspiration and by ground-water movement into undrained surface-water basins in the Lake Holmes-Lake Williams area and southward through Lake Ordway or westward to Lake Audubon.
Trends shown on hydrographs indicate that near equilibrium between recharge and discharge has been reestablished in the lower unit of the Lake Nettie aquifer in the area between Lake Audubon and Lake Nettie, but east of Lake Nettie water levels are still rising. As of 1982, water-level rises caused by the raising of Lake Audubon are as much as 4 feet in the lower unit of the Lake Nettie aquifer and are between 1 and 2 feet in the upper unit of the Lake Nettie aquifer, which is hydraulically connected to Lake Nettie, Crooked Lake, and Slough No. 1. There is a rise in Slough No. 1, about 2 miles east of Lake Audubon, that can be attributed to the higher levels of Lake Audubon. Apparently rises also have occurred in many other sloughs.
Water levels have risen in the Turtle Lake aquifer both as a result of raising the water level in Lake Audubon to an elevation of about 1,848 feet and the McClusky Canal to an elevation of about 1,844 feet. Water levels have risen as much as 6 feet near the canal, but generally less than 1 foot at distances of about 0.5 mile.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834242","usgsCitation":"Armstrong, C.A., 1983, Evaluation of the effects of Lake Audubon on ground- and surface-water levels in the Lake Nettie area, eastern McLean County, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4242, iv, 41 p., https://doi.org/10.3133/wri834242.","productDescription":"iv, 41 p.","numberOfPages":"45","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":396042,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49181.htm"},{"id":54716,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4242/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4242/report-thumb.jpg"}],"country":"United States","state":"North Dakota","county":"McLean County","otherGeospatial":"Lake Nettie area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -101.0833,\n 47.5\n ],\n [\n -100.75,\n 47.5\n ],\n [\n -100.75,\n 47.6667\n ],\n [\n -101.0833,\n 47.6667\n ],\n [\n -101.0833,\n 47.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa49f","contributors":{"authors":[{"text":"Armstrong, C. 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Total porosity values and both water-accessible and helium-accessible porosities were calculated from the density data. Magnetic susceptibility measurements were made on the solid samples and permeability and streaming potentials were concurrently measured on most samples. Dry bulk densities obtained using two methods of volume determination, namely direct measurement and Archlmedes principle, were nearly equivalent for most samples. Grain densities obtained on powdered samples were typically greater than grain densities obtained on solid samples, but differences were usually small. Sedimentary rocks had the highest percentage of occluded porosity per rock volume whereas metamorphic rocks had the highest percentage of occluded porosity per total porosity. There was no apparent direct relationship between permeability and streaming potential for most samples, although there were indications of such a relationship in the rock group consisting of granites, aplites, and syenites. 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This report contains discharge records for 112 gaging stations; stage only records for one lake gaging station; elevation and contents for 28 lakes and reservoirs; water quality for 70 stations and 77 wells; and water levels for 30 observation wells. Also included are 126 crest-stage partial-record stations and 23 low-flow partial-record stations. Additional water data were collected at various stream and spring sites not involved in the systematic data collection program and are published as miscellaneous measurements and analyses, or as seepage investigations of discharge and water quality. 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 Tennessee.
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Southwest Florida surface water","interactions":[],"lastModifiedDate":"2023-01-10T19:55:32.311276","indexId":"wdrFL823A","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":"FL-82-3A","title":"Water resources data, Florida, water year 1982; Volume 3A. Southwest Florida surface water","docAbstract":"Water resources data for the 1981 water year for southwest Florida consist of records of stage, discharge, and water quality of streams; elevation and water quality of lakes and reservoirs; water-levels and water quality of wells; and discharge and water quality of springs. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. 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,{"id":8953,"text":"ofr821089 - 1983 - Principal facts for gravity stations in and near the Whipple Mountains Wilderness Study Area (CDCA-312), San Bernardino County, California, and Mohave County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr821089","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":"82-1089","title":"Principal facts for gravity stations in and near the Whipple Mountains Wilderness Study Area (CDCA-312), San Bernardino County, California, and Mohave County, Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr821089","usgsCitation":"Gage, T.B., and Simpson, R.W., 1983, Principal facts for gravity stations in and near the Whipple Mountains Wilderness Study Area (CDCA-312), San Bernardino County, California, and Mohave County, Arizona: U.S. Geological Survey Open-File Report 82-1089, 22 p. ill., map ;28 cm., https://doi.org/10.3133/ofr821089.","productDescription":"22 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":141163,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1089/report-thumb.jpg"},{"id":36578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1089/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667f0c","contributors":{"authors":[{"text":"Gage, Thomas B.","contributorId":26687,"corporation":false,"usgs":true,"family":"Gage","given":"Thomas","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":158615,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simpson, Robert W. simpson@usgs.gov","contributorId":1053,"corporation":false,"usgs":true,"family":"Simpson","given":"Robert","email":"simpson@usgs.gov","middleInitial":"W.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":158614,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57312,"text":"wdrFL821A - 1983 - Water resources data, Florida water year 1982, Volume 1A: Northeast Florida surface water","interactions":[],"lastModifiedDate":"2024-05-14T16:08:39.93822","indexId":"wdrFL821A","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":"FL-82-1A","title":"Water resources data, Florida water year 1982, Volume 1A: Northeast Florida surface water","docAbstract":"Water resources data for the 1982 water year in Florida consists of continuous or daily discharge for 264 streams, periodic discharge for 41 streams, miscellaneous discharge for 71 streams, continuous or daily stage for 102 streams, periodic stage for 15 streams, peak discharge for 83 streams and peak stage for 8 streams; continuous or daily elevations for 102 lakes, periodic elevations for 111 lakes; continuous ground water levels for 420 wells, periodic ground water levels for 587 wells, and miscellaneous water level measurements for 2,794 wells; quality of water data for 327 surface water sites and 791 wells.
The data for northeast Florida includes continuous or daily discharge for 61 streams, periodic discharge for 8 streams, miscellaneous discharge for 21 streams, peak discharge for 29 streams, low-flow discharge for 2 streams, continuous or daily stage for 73 streams; continuous elevations for 40 lakes and periodic elevations for 15 lakes; continuous ground water levels for 32 wells, periodic ground water levels for 91 wells, and miscellaneous water level measurements for 779 wells; quality of water for 23 surface water sites and for 173 wells.
These data represent the National Water Data System records collected by the U.S. Geological Survey and cooperating local, state and federal agencies in Florida.
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83349","usgsCitation":"Whittington, C.L., Leinz, R.W., and Speckman, W.S., 1983, Analytical results of stream-sediment samples from the Medford 1° x 2° quadrangle, Oregon-California: U.S. Geological Survey Open-File Report 83-349, Report: 140 p.; 1 Plate: 35.74 × 22.40 inches, https://doi.org/10.3133/ofr83349.","productDescription":"Report: 140 p.; 1 Plate: 35.74 × 22.40 inches","costCenters":[],"links":[{"id":404850,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13992.htm","linkFileType":{"id":5,"text":"html"}},{"id":39514,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0349/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39513,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0349/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0349/report-thumb.jpg"}],"country":"United States","state":"California, Oregon","otherGeospatial":"Medford 1° x 2° quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -124,\n 42\n ],\n [\n -122,\n 42\n ],\n [\n -122,\n 43\n ],\n [\n -124,\n 43\n ],\n [\n -124,\n 42\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c488","contributors":{"authors":[{"text":"Whittington, C. L.","contributorId":33310,"corporation":false,"usgs":true,"family":"Whittington","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":163521,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leinz, R. W.","contributorId":89885,"corporation":false,"usgs":true,"family":"Leinz","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":163522,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Speckman, W. S.","contributorId":105296,"corporation":false,"usgs":true,"family":"Speckman","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":163523,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":11726,"text":"ofr83741 - 1983 - World coal exploration and development","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr83741","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":"83-741","title":"World coal exploration and development","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83741","usgsCitation":"Wood, G., 1983, World coal exploration and development: U.S. Geological Survey Open-File Report 83-741, 27 p. ;28 cm., https://doi.org/10.3133/ofr83741.","productDescription":"27 p. ;28 cm.","costCenters":[],"links":[{"id":143807,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0741/report-thumb.jpg"},{"id":39611,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0741/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4abc","contributors":{"authors":[{"text":"Wood, Gordon H.","contributorId":28986,"corporation":false,"usgs":true,"family":"Wood","given":"Gordon H.","affiliations":[],"preferred":false,"id":163627,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29492,"text":"wri834132 - 1983 - Regional geohydrology of the northern Louisiana salt-dome basin, part IV, hydraulic characteristics of the Wilcox-Carrizo aquifer","interactions":[],"lastModifiedDate":"2021-12-21T20:34:05.033918","indexId":"wri834132","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":"83-4132","title":"Regional geohydrology of the northern Louisiana salt-dome basin, part IV, hydraulic characteristics of the Wilcox-Carrizo aquifer","docAbstract":"The Wilcox Group of Paleocene-Eocence age and the Carrizo Sand of Eocene age compose the Wilcox-Carrizo aquifer. Results of 25 aquifer tests and permeability determinations from 43 sidewall cores show that the hydraulic characteristics of the aquifer are variable. Studies of the Carrizo showed that hydraulic conductivity increased as sand-bed thickness increased. Hydraulic conductivity averaged 29 feet per day for sand beds 25 to 100 feet in thickness and 40 feet per day for sand beds 100 to 200 feet in thickness. Based on the aquifer tests and sidewall core analyses, hydraulic conductivity does not increase with increased thickness for the Wilcox part of the aquifer. Permeabilities determined from sidewall cores ranged from less than 1 to more than 3,000 millidarcies (less than 0.002 to more than 7.3 feet per day). Values of hydraulic conductivity determined from aquifer tests ranged from less than 1 to 35 feet per day. (USGS)","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834132","usgsCitation":"Ryals, G., 1983, Regional geohydrology of the northern Louisiana salt-dome basin, part IV, hydraulic characteristics of the Wilcox-Carrizo aquifer: U.S. Geological Survey Water-Resources Investigations Report 83-4132, Report: iv, 9 p.; 2 Plates: 17.51 × 20.17 inches and 14.06 × 12.11 inches, https://doi.org/10.3133/wri834132.","productDescription":"Report: iv, 9 p.; 2 Plates: 17.51 × 20.17 inches and 14.06 × 12.11 inches","costCenters":[],"links":[{"id":393243,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49170.htm"},{"id":264599,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4132/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58334,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4132/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58333,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4132/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159715,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4132/report-thumb.jpg"}],"country":"United States","state":"Louisiana","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.55,\n 31.8889\n ],\n [\n -92.8333,\n 31.8889\n ],\n [\n -92.8333,\n 32.575\n ],\n [\n -93.55,\n 32.575\n ],\n [\n -93.55,\n 31.8889\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db63508f","contributors":{"authors":[{"text":"Ryals, G.N.","contributorId":47374,"corporation":false,"usgs":true,"family":"Ryals","given":"G.N.","email":"","affiliations":[],"preferred":false,"id":201604,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11658,"text":"ofr83344 - 1983 - Spectrographic and chemical analyses of rock and soil samples from the Medford 1° x 2° quadrangle, Oregon-California","interactions":[],"lastModifiedDate":"2021-09-28T21:05:24.749235","indexId":"ofr83344","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":"83-344","title":"Spectrographic and chemical analyses of rock and soil samples from the Medford 1° x 2° quadrangle, Oregon-California","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83344","usgsCitation":"Whittington, C.L., Grimes, D.J., and Peterson, J., 1983, Spectrographic and chemical analyses of rock and soil samples from the Medford 1° x 2° quadrangle, Oregon-California: U.S. Geological Survey Open-File Report 83-344, Report: 218 p.; 1 Plate: 35.47 × 22.35 inches, https://doi.org/10.3133/ofr83344.","productDescription":"Report: 218 p.; 1 Plate: 35.47 × 22.35 inches","costCenters":[],"links":[{"id":143818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0344/report-thumb.jpg"},{"id":39515,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0344/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39516,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0344/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":389916,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13991.htm"}],"country":"United States","state":"California, Oregon","otherGeospatial":"Medford 1° x 2° quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -124,\n 42\n ],\n [\n -122,\n 42\n ],\n [\n -122,\n 43\n ],\n [\n -124,\n 43\n ],\n [\n -124,\n 42\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4c51","contributors":{"authors":[{"text":"Whittington, C. L.","contributorId":33310,"corporation":false,"usgs":true,"family":"Whittington","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":163524,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grimes, D. J.","contributorId":73575,"corporation":false,"usgs":true,"family":"Grimes","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":163525,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peterson, J.A.","contributorId":76308,"corporation":false,"usgs":true,"family":"Peterson","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":163526,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24045,"text":"ofr83942 - 1983 - Preliminary stage-discharge relations for Tombigbee River at Gainesville Dam, near Gainesville, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:10","indexId":"ofr83942","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":"83-942","title":"Preliminary stage-discharge relations for Tombigbee River at Gainesville Dam, near Gainesville, Alabama","docAbstract":"The construction of Gainesville Dam and other related channel alterations, completed in 1979, has resulted in changes to the stage-discharge relations in the vicinity. The lack of current-meter measurements, coupled with backwater conditions, makes definition of a single stage-discharge relation impossible. However, limit curves can be defined that would 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 the flow downstream. Backwater at Gainesville Dam is due to large tributary inflow and return of flood plain flows to the main channel during recessions. The discharges obtained from 105 computations of flow through the dam for the tailwater and 59 for the pool were plotted versus stage. These plots illustrate, by the scatter of these data points, the variations in backwater. Curves were drawn to envelope the extreme plot patterns showing possible ranges of several feet in stage for any given discharge for both the pool and the tailwater.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83942","issn":"0094-9140","usgsCitation":"Nelson, G.H., and Ming, C.O., 1983, Preliminary stage-discharge relations for Tombigbee River at Gainesville Dam, near Gainesville, Alabama: U.S. Geological Survey Open-File Report 83-942, 16 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83942.","productDescription":"16 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156317,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0942/report-thumb.jpg"},{"id":53211,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0942/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53212,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0942/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53213,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0942/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0942/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b48f2","contributors":{"authors":[{"text":"Nelson, G. H.","contributorId":48186,"corporation":false,"usgs":true,"family":"Nelson","given":"G.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":191214,"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":191213,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11545,"text":"ofr83375 - 1983 - Mineral resource potential of the Deschutes Canyon Roadless Area, Jefferson and Deschutes counties, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:06:44","indexId":"ofr83375","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":"83-375","title":"Mineral resource potential of the Deschutes Canyon Roadless Area, Jefferson and Deschutes counties, Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83375","usgsCitation":"Walker, G.W., and Winters, R.A., 1983, Mineral resource potential of the Deschutes Canyon Roadless Area, Jefferson and Deschutes counties, Oregon: U.S. Geological Survey Open-File Report 83-375, 12 p. map ;28 cm., https://doi.org/10.3133/ofr83375.","productDescription":"12 p. map ;28 cm.","costCenters":[],"links":[{"id":145354,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0375/report-thumb.jpg"},{"id":39416,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0375/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ae4b07f02db69d476","contributors":{"authors":[{"text":"Walker, George Walton","contributorId":14801,"corporation":false,"usgs":true,"family":"Walker","given":"George","email":"","middleInitial":"Walton","affiliations":[],"preferred":false,"id":163334,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winters, Richard A.","contributorId":54602,"corporation":false,"usgs":true,"family":"Winters","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":163335,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11552,"text":"ofr83417 - 1983 - Alteration and vein mineralization, Schwartzwalder uranium deposit, Front Range, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:44","indexId":"ofr83417","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":"83-417","title":"Alteration and vein mineralization, Schwartzwalder uranium deposit, Front Range, Colorado","docAbstract":"The Schwartzwalder uranium deposit, in the Front Range west of Denver, Colorado, is the largest vein-type uranium deposit in the United States. The deposit is situated in a steeply dipping fault system that cuts Proterozoic metamorphic rocks. The host rocks represent a submarine volcanic system with associated chert and iron- and sulfide-rich pelitic rocks. Where faulted, the more competent garnetiferous and quartzitic units behaved brittlely and created a deep, narrow conduit. \r\n\r\nThe ores formed 70-72 m.y. ago beneath 3 km of Phanerozoic sedimentary rocks. Mineralization included two episodes of alteration and three stages of vein-mineralization. Early carbonate-sericite alteration pseudomorphically replaced mafic minerals, whereas the ensuing hematite-adularia episode replaced only the earlier alteration assemblage. Early vein mineralization produced a minor sulfide-adularia-carbonate assemblage. Later vein mineralization generated the uranium ores in two successive stages. Carbonates, sulfides, and adularia filled the remaining voids. Clastic dikes composed of fault gouge and, locally, ore were injected into new and existing fractures. \r\n\r\nGeologic and chemical evidence suggest that virtually all components of the deposit were derived from major hornblende gneiss units and related rocks. The initial fluids were evolved connate/metamorphic water that infiltrated and resided along the extensive fault zones. Complex fault movements in the frontal zone of the eastern Front Range caused the fluids to migrate to the most permeable segments of the fault zones. Heat was supplied by increased crustal heat flow related to igneous activity in the nearby Colorado mineral belt. Temperatures decreased from 225?C to 125?C during later mineralization, and the pressure episodically dropped from 1000 bars. The CO2 fugacity was initially near 100 bars, and uranium was carried as a dicarbonate complex. Sudden decreases in confining pressure during fault movement caused evolution of CO2 and a consequent increase in pH. Uranium was released with destruction of the uranyl complexes; it was subsequently reduced by aqueous sulfur species, thereby leading to the precipitation of pitchblende.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83417","usgsCitation":"Wallace, A.R., 1983, Alteration and vein mineralization, Schwartzwalder uranium deposit, Front Range, Colorado: U.S. Geological Survey Open-File Report 83-417, 186 p. ill. ;28 cm., https://doi.org/10.3133/ofr83417.","productDescription":"186 p. ill. ;28 cm.","costCenters":[],"links":[{"id":145473,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0417/report-thumb.jpg"},{"id":39426,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0417/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db68751b","contributors":{"authors":[{"text":"Wallace, Alan R.","contributorId":6024,"corporation":false,"usgs":true,"family":"Wallace","given":"Alan","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":163345,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29387,"text":"wri824098 - 1983 - Man-induced channel adjustment in Tennessee streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri824098","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":"82-4098","title":"Man-induced channel adjustment in Tennessee streams","docAbstract":"Channel modifications in Tennessee, particularly in the western part, have led to large-scale instabilities in the channelized rivers and may have contributed to several bridge failures. These modifications, together with land-use practices, led to downcutting, headward erosion, downstream aggradation, accelerated scour, and bank instabilities. Changes in gradient by channel straightening caused more severe channel response than did dredging or clearing. Large-scale changes continue to occur in all the channelized rivers: the Obion River, its forks, and the South Fork Forked Deer River. However, the non-channelized Hatchie River in west Tennessee not only withstood the natural stresses imposed by the wet years of 1973 to 1975 but continues to exhibit characteristics of stability. Water-surface slope, the primary dependent variable, proved to be a sensitive and descriptive parameter useful in determining channel adjustment. Adjustments to man-induced increases in channel-slope are described by inverse exponential functions of the basic form S=ae(-b(t)); where ' S ' is some function describing channel-slope, ' t ' is the number of years since completion of channel work, and ' a ' and ' b ' are coefficients. Response times for the attainment of ' equilibrium ' channel slopes are a function of the magnitude and extent of the imposed modifications. The adjusted profile gradients attained by the streams following channelization are similar to the predisturbed profile gradients, where no alteration to channel length was made. Where the channels were straightened by constructing cut-offs, thus shortening channel length, then slope adjustments (reduction) proceed past the predisturbed profile gradients, to new profiles with lower gradients. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824098","usgsCitation":"Robbins, C.H., and Simon, A., 1983, Man-induced channel adjustment in Tennessee streams: U.S. Geological Survey Water-Resources Investigations Report 82-4098, ix, 137 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824098.","productDescription":"ix, 137 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119541,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4098/report-thumb.jpg"},{"id":58240,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4098/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58241,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4098/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a1b9","contributors":{"authors":[{"text":"Robbins, C. H.","contributorId":54210,"corporation":false,"usgs":true,"family":"Robbins","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simon, Andrew","contributorId":78334,"corporation":false,"usgs":true,"family":"Simon","given":"Andrew","email":"","affiliations":[],"preferred":false,"id":201449,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":41254,"text":"ofr82160 - 1983 - Potentiometric surface of the Magothy Aquifer, Long Island, New York, March 1979","interactions":[],"lastModifiedDate":"2012-02-02T00:11:09","indexId":"ofr82160","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":"82-160","title":"Potentiometric surface of the Magothy Aquifer, Long Island, New York, March 1979","language":"ENGLISH","doi":"10.3133/ofr82160","usgsCitation":"Donaldson, C.D., and Koszalka, E.J., 1983, Potentiometric surface of the Magothy Aquifer, Long Island, New York, March 1979: U.S. Geological Survey Open-File Report 82-160, 1 map on 2 sheets ;59 x 152 cm., on sheets 66 x 75 cm. and 66 x 83 cm., folded in envelope 30 x 23 cm., https://doi.org/10.3133/ofr82160.","productDescription":"1 map on 2 sheets ;59 x 152 cm., on sheets 66 x 75 cm. and 66 x 83 cm., folded in envelope 30 x 23 cm.","costCenters":[],"links":[{"id":176207,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79049,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0160/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79050,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0160/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682f4e","contributors":{"authors":[{"text":"Donaldson, Cynthia D.","contributorId":24837,"corporation":false,"usgs":true,"family":"Donaldson","given":"Cynthia","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":224719,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Koszalka, Edward J.","contributorId":47850,"corporation":false,"usgs":true,"family":"Koszalka","given":"Edward","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":224720,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":46739,"text":"ofr83614 - 1983 - Geologic map of part of the northwestern Sacramento Mountains, southeastern California","interactions":[],"lastModifiedDate":"2012-02-02T00:10:47","indexId":"ofr83614","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":"83-614","title":"Geologic map of part of the northwestern Sacramento Mountains, southeastern California","language":"ENGLISH","doi":"10.3133/ofr83614","usgsCitation":"Spencer, J.E., and Turner, R., 1983, Geologic map of part of the northwestern Sacramento Mountains, southeastern California: U.S. Geological Survey Open-File Report 83-614, 1 map :photocopy ;41 x 77 cm., https://doi.org/10.3133/ofr83614.","productDescription":"1 map :photocopy ;41 x 77 cm.","costCenters":[],"links":[{"id":171402,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83641,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0614/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a27b1","contributors":{"authors":[{"text":"Spencer, Jon E.","contributorId":91160,"corporation":false,"usgs":true,"family":"Spencer","given":"Jon","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":233951,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Turner, Ryan D.","contributorId":76596,"corporation":false,"usgs":true,"family":"Turner","given":"Ryan D.","affiliations":[],"preferred":false,"id":233950,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29516,"text":"wri834091 - 1983 - Hydrology of the Newberry Volcano caldera, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri834091","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":"83-4091","title":"Hydrology of the Newberry Volcano caldera, Oregon","docAbstract":"Precipitation in the Newberry Caldera is very nearly in balance with evaporation, evapotranspiration, and streamflow. Calcium, magnesium, and bicarbonate ions predominate in the more dilute ground and surface water. Thermal waters from springs and wells have concentrations of 900 milligrams per liter or more and are characterized by high concentrations of sodium and sulfate. Attempts to account for the origin of the hot springs on the basis of mixing relations and isotopic analyses were inconclusive; the springs may represent mixtures of thermal and nonthermal water which are altered by gases rising from sources beneath the caldera floor. Annual recharge to deep aquifers beneath the caldera is probably in the range 2,500 to 6,500 acre-feet. Observations in a Geological Survey drill hole suggest that part of the water may flow to aquifers at depths as much as 1,900 feet beneath the caldera floor. Potential recharge to a postulated geothermal reservoir probably is extremely small. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834091","usgsCitation":"Sammel, E., and Craig, R.W., 1983, Hydrology of the Newberry Volcano caldera, Oregon: U.S. Geological Survey Water-Resources Investigations Report 83-4091, v, 57 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834091.","productDescription":"v, 57 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124274,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4091/report-thumb.jpg"},{"id":58356,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4091/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601a2f","contributors":{"authors":[{"text":"Sammel, E.A.","contributorId":59480,"corporation":false,"usgs":true,"family":"Sammel","given":"E.A.","affiliations":[],"preferred":false,"id":201648,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Craig, R. 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