No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81297","usgsCitation":"Bartow, J.A., and Dibblee, T.W., 1981, Geology of the Tejon Hills area: Arvin and Tejon Hills quadrangles, Kern County, California: U.S. Geological Survey Open-File Report 81-297, Report: 7 p.; 2 Plates: 23.69 × 29.49 inches and 23.85 × 29.12 inches, https://doi.org/10.3133/ofr81297.","productDescription":"Report: 7 p.; 2 Plates: 23.69 × 29.49 inches and 23.85 × 29.12 inches","costCenters":[],"links":[{"id":101805,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25.htm","linkFileType":{"id":5,"text":"html"},"description":"25"},{"id":81106,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0297/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81105,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0297/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81104,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0297/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161908,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0297/report-thumb.jpg"}],"country":"United States","state":"California","county":"Kern County","otherGeospatial":"Arvin and Tejon Hills quadrangles","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -118.875,\n 35.25\n ],\n [\n -118.875,\n 35\n ],\n [\n -118.75,\n 35\n ],\n [\n -118.75,\n 35.25\n ],\n [\n -118.875,\n 35.25\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acbe4b07f02db67e37a","contributors":{"authors":[{"text":"Bartow, J. Alan","contributorId":84373,"corporation":false,"usgs":true,"family":"Bartow","given":"J.","email":"","middleInitial":"Alan","affiliations":[],"preferred":false,"id":228112,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dibblee, T. W. Jr.","contributorId":95445,"corporation":false,"usgs":true,"family":"Dibblee","given":"T.","suffix":"Jr.","middleInitial":"W.","affiliations":[],"preferred":false,"id":228113,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43598,"text":"ofr81638 - 1981 - Hydrologic sections through Lee County and adjacent areas of Hendry and Collier counties, Florida","interactions":[],"lastModifiedDate":"2024-01-22T20:45:50.878254","indexId":"ofr81638","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-638","title":"Hydrologic sections through Lee County and adjacent areas of Hendry and Collier counties, Florida","docAbstract":"Most of the freshwater underlying Lee, western Hendry, and northern Collier Counties (fig. 1) occurs within the uppermost 400 feet of sediments which comprise the marine terrace sands, Fort Thompson Formation, Caloosahatchee Formation, Tamiami Formation, and part of the Hawthorn Formation. Although all these sediments contain water, they may be divided into those which yield water to wells (aquifers) and those which yield little to no water to wells (confining beds.) The aquifers are composed of permeable materials including sand, sandstone, limestone, or combinations of these sediments. The confining beds of of low permeability and usually consists of fine-grained materials, such as clay or marl or mixtures of these sediments with sand, sandstone, or limestone. Thus, limestone usually yields water to wells, whereas marly limestone does not.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81638","collaboration":"Prepared in cooperation with Lee County and Hendry County","usgsCitation":"Boggess, D.H., Missimer, T., and O’Donnell, T., 1981, Hydrologic sections through Lee County and adjacent areas of Hendry and Collier counties, Florida: U.S. Geological Survey Open-File Report 81-638, Report: 1 p.; 1 Plate: 35.55 x 27.68 inches, https://doi.org/10.3133/ofr81638.","productDescription":"Report: 1 p.; 1 Plate: 35.55 x 27.68 inches","costCenters":[],"links":[{"id":424699,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0638/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424698,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0638/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168654,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0638/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Collier County, Lee County, Hendry County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.24575298889263,\n 26.722892747714823\n ],\n [\n -82.24575298889263,\n 26.312469462605932\n ],\n [\n -81.33114117248604,\n 26.312469462605932\n ],\n [\n -81.33114117248604,\n 26.722892747714823\n ],\n [\n -82.24575298889263,\n 26.722892747714823\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db60537b","contributors":{"authors":[{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":228438,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Missimer, T.M.","contributorId":41839,"corporation":false,"usgs":true,"family":"Missimer","given":"T.M.","email":"","affiliations":[],"preferred":false,"id":228439,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"O’Donnell, T.H.","contributorId":69970,"corporation":false,"usgs":true,"family":"O’Donnell","given":"T.H.","email":"","affiliations":[],"preferred":false,"id":228440,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":53614,"text":"wri81409 - 1981 - Assessment of water quality in streams draining coal-producing areas in Ohio","interactions":[],"lastModifiedDate":"2017-02-28T13:28:41","indexId":"wri81409","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-409","title":"Assessment of water quality in streams draining coal-producing areas in Ohio","docAbstract":"Water quality in the coal-producing areas of eastern Ohio was studied in a two-phase investigation between May 1975 and August 1976. Results of phase one, a reconnaissance of water quality at 150 sites, indicated that acid mine drainage generally occurred where abandoned drift or strip mines were located, whereas areas characterized by reclaimed or active strip mines showed few instances of acid drainage. Phase two was a detailed study of four small basins: One contained abandoned drift mines; the second, abandoned strip mines; the third, reclaimed strip mines; the last, active strip mines. Results of phase two were similar to those of phase one. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri81409","usgsCitation":"Pfaff, C., Helsel, D., Johnson, D., and Angelo, C., 1981, Assessment of water quality in streams draining coal-producing areas in Ohio (WRI/OFR): U.S. Geological Survey Water-Resources Investigations Report 81-409, vi, 240 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri81409.","productDescription":"vi, 240 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":174506,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":336349,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0409/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cf5f","contributors":{"authors":[{"text":"Pfaff, C.L.","contributorId":47777,"corporation":false,"usgs":true,"family":"Pfaff","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":247915,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Helsel, D.R.","contributorId":57448,"corporation":false,"usgs":false,"family":"Helsel","given":"D.R.","email":"","affiliations":[{"id":7242,"text":"Wisconsin Department of Natural Resources, Madison, WI, USA","active":true,"usgs":false}],"preferred":false,"id":247916,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, D.P.","contributorId":76297,"corporation":false,"usgs":true,"family":"Johnson","given":"D.P.","email":"","affiliations":[],"preferred":false,"id":247917,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Angelo, C.G.","contributorId":27434,"corporation":false,"usgs":true,"family":"Angelo","given":"C.G.","affiliations":[],"preferred":false,"id":247914,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":43295,"text":"ofr81702 - 1981 - Land use and land cover and associated maps for Bemidji, Minnesota","interactions":[],"lastModifiedDate":"2012-02-02T00:10:10","indexId":"ofr81702","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-702","title":"Land use and land cover and associated maps for Bemidji, Minnesota","language":"ENGLISH","doi":"10.3133/ofr81702","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, Land use and land cover and associated maps for Bemidji, Minnesota: U.S. Geological Survey Open-File Report 81-702, maps ;45 x 61 cm., https://doi.org/10.3133/ofr81702.","productDescription":"maps ;45 x 61 cm.","costCenters":[],"links":[{"id":161603,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b16ea","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":531099,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43249,"text":"ofr81974 - 1981 - Geophysical log suite from drill hole No. 8, Mariano Lake-Lake Valley drilling project, McKinley County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:10:26","indexId":"ofr81974","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-974","title":"Geophysical log suite from drill hole No. 8, Mariano Lake-Lake Valley drilling project, McKinley County, New Mexico","language":"ENGLISH","doi":"10.3133/ofr81974","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, Geophysical log suite from drill hole No. 8, Mariano Lake-Lake Valley drilling project, McKinley County, New Mexico: U.S. Geological Survey Open-File Report 81-974, 1 well log ;120 x 30 cm. +1 text (7 p. ; 28 cm.), https://doi.org/10.3133/ofr81974.","productDescription":"1 well log ;120 x 30 cm. +1 text (7 p. ; 28 cm.)","costCenters":[],"links":[{"id":173545,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0974/report-thumb.jpg"},{"id":80973,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0974/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":80974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0974/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c0b3","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":531067,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8746,"text":"ofr81880 - 1981 - Measurement and analysis of the near surface stress field in the vicinity of active faults in Southern California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr81880","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-880","title":"Measurement and analysis of the near surface stress field in the vicinity of active faults in Southern California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81880","usgsCitation":"Engelder, T., 1981, Measurement and analysis of the near surface stress field in the vicinity of active faults in Southern California: U.S. Geological Survey Open-File Report 81-880, 14 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr81880.","productDescription":"14 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":142684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0880/report-thumb.jpg"},{"id":36320,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0880/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610fae","contributors":{"authors":[{"text":"Engelder, T.","contributorId":99556,"corporation":false,"usgs":true,"family":"Engelder","given":"T.","affiliations":[],"preferred":false,"id":158255,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":53610,"text":"wri801283 - 1981 - Floods of September 16, 1975 in the Tallaboa Valley, Puerto Rico","interactions":[],"lastModifiedDate":"2018-12-19T08:53:29","indexId":"wri801283","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-1283","title":"Floods of September 16, 1975 in the Tallaboa Valley, Puerto Rico","docAbstract":"This report provides a record of the flood of September 16, 1975, and associated hydrologic data. These data can be used in making rational decisions in formulating effective flood-plain regulations that would minimize flood problems in the Tallaboa Valley.
The Tallaboa Valley (fig. 1) lies on the southwestern coast of Puerto Rico about 12 km (7.5 mi) west of the city of Ponce. The climate is semiarid with a mean annual precipitation of about 1,020 mm (40 in). It is a relatively small valley which until the late fifties was dedicated mainly to the product ion of sugarcane. Since then, the economy started changing from agriculture to industry. At present the lower part of the valley is completely industrialized. The upper part of the valley is used for agriculture--mostly as pastureland. The reach from Highway 132 downstream to the new Highway 2 is mainly agricultural with a few scattered communities. The lower part of the valley that includes the area from the Highway 2 bridge to the mouth is covered with heavy industry concerned with the refinement of oil, and associated industries.
The continuous growth of industry and consequently of the urban area of Peñuelas has encouraged growth onto the
flood plain. The study area is subject to flooding by the Rio Tallaboa and the Rio Guayanes, its main tributary. The Rio Guayanes is the- cause of flooding in the urban area of Penuelas, encompassing the reach from the northern edge of town downstream to Highway 132 where it joins the Rio Tallaboa.
Data are generally referred to in SI (International System) units followed by corresponding inch-pound units in parentheses. The SI units.may be converted to inch-pound units by multiplying the units given by the factors shown.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri801283","usgsCitation":"Johnson, K.G., 1981, Floods of September 16, 1975 in the Tallaboa Valley, Puerto Rico (WRI/OFR): U.S. Geological Survey Water-Resources Investigations Report 80-1283, 5 Plates: 17.00 x 22.00 inches, https://doi.org/10.3133/wri801283.","productDescription":"5 Plates: 17.00 x 22.00 inches","costCenters":[],"links":[{"id":175251,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1283/report-thumb.jpg"},{"id":360551,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1283/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":360552,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1283/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":360553,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1283/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":360554,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1283/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":360550,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1283/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"state":"Puerto Rico","otherGeospatial":"Tallaboa Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -66.7690658569336,\n 17.96567026450932\n ],\n [\n -66.67808532714842,\n 17.96567026450932\n ],\n [\n -66.67808532714842,\n 18.116160664342022\n ],\n [\n -66.7690658569336,\n 18.116160664342022\n ],\n [\n -66.7690658569336,\n 17.96567026450932\n ]\n ]\n ]\n }\n }\n ]\n}","edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db5448fb","contributors":{"authors":[{"text":"Johnson, Karl G.","contributorId":7680,"corporation":false,"usgs":true,"family":"Johnson","given":"Karl","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":247905,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43311,"text":"ofr81848 - 1981 - Geophysical data collected across the Oregon continental shelf along Line 2, USGS R/V S. P. Lee, Cruise 3-76","interactions":[],"lastModifiedDate":"2024-11-25T22:15:49.806836","indexId":"ofr81848","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-848","title":"Geophysical data collected across the Oregon continental shelf along Line 2, USGS R/V S. P. Lee, Cruise 3-76","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81848","usgsCitation":"Snavely, P.D., 1981, Geophysical data collected across the Oregon continental shelf along Line 2, USGS R/V S. P. Lee, Cruise 3-76: U.S. Geological Survey Open-File Report 81-848, 1 Plate: 24.93 x 26.79 inches, https://doi.org/10.3133/ofr81848.","productDescription":"1 Plate: 24.93 x 26.79 inches","costCenters":[],"links":[{"id":135217,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81071,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0848/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":464507,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75549.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Oregon","otherGeospatial":"Oregon continental shelf","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -125,\n 44.3\n ],\n [\n -125,\n 44.1667\n ],\n [\n -124.25,\n 44.1667\n ],\n [\n -124.25,\n 44.3\n ],\n [\n -125,\n 44.3\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c1a4","contributors":{"authors":[{"text":"Snavely, Parke Detweiler Jr.","contributorId":48535,"corporation":false,"usgs":true,"family":"Snavely","given":"Parke","suffix":"Jr.","email":"","middleInitial":"Detweiler","affiliations":[],"preferred":false,"id":228018,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":53613,"text":"wri81690 - 1981 - Availability and Quality of Water from Underground Coal Mines in Johnson and Martin Counties, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:11","indexId":"wri81690","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-690","title":"Availability and Quality of Water from Underground Coal Mines in Johnson and Martin Counties, Kentucky","docAbstract":"This report provides water users with detailed information on the location, quantity, and quality of water available from underground coal mines in the Breathitt Formation of Pennsylvanian age in part of eastern Kentucky. The principal coal seams mined are the Van Lear in Johnson County and the Alma in Martin County. Coal mines that contained water were located by field inventory and coal-mine maps.\r\n\r\nThe principal factors that affect the occurrence of water in coal mines are the size of the recharge area overlying the mine, the intensity and duration of precipitation, and the altitude of the mine relative to that of the nearest perennial stream.\r\n\r\nTen above-drainage mines (that is, mines at higher elevations than that of the nearest perennial stream) are considered potential sources of water. Discharge from these mines ranged from 12 to 1,700 gallons per minute. The highest sustained discharge from a mine ranged from 750 to 1,200 gallons per minute.\r\n\r\nThe water in coal mines is part of the hydrologic system and varies seasonally with precipitation. Annual discharge from most above-drainage mines ranged from 3 to 10 percent of annual precipitation on the 1and-surface area above the mine.\r\n\r\nEight below-drainage mines are considered potential sources of water. Two were test-pumped at rates of 560 to 620 gallons per minute for as long as 6 hours. After test pumping the Warfield Mining No. 1 mine during September 1977 and March 1978, the recovery (or recharge) rates were significantly different. In September, the recharge rate was about 1,150 gallons per minute, but in March the recharge rate was 103,500 gallons per minute. This difference reflects the seasonal variations in the amount of water available to the ground-water system. Estimates of water stored in below-drainage mines ranged from 22 to 1,462 million gallons. This storage represents a safety factor sufficient to provide water through periods of limited recharge to the mine.\r\n\r\nMost mine water is of the calcium magnesium sulfate type. In general, water from below-drainage mines had lower concentrations of dissolved constituents and higher pH than water from mines above drainage. The hardness of water ranged from soft to very hard and pH ranged -from 3.1 to 8.0 units. Dissolved iron ranged from 0.01 to 64 milligrams per liter. Phenol concentrations in water from eight coal mines ranged from 0 to 5 micrograms per liter.\r\n\r\nThere seems to be a significant difference in the chemical quality of water from above- and below-drainage mines. The concentration of most constituents was lower in water from below-drainage mines than it was from above-drainage mines.\r\n\r\nThe better quality water from below-drainage mines may reflect (1) lower mineralization resulting from less atmospheric oxygen available to react with pyrite or, (2) the result of sampling only the upper zones of water in below-drainage mines where the water has been diluted by less mineralized surface water or inflow or recharge.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri81690","collaboration":"Prepared in cooperation with the Kentucky Geological Survey and the University of Kentucky","usgsCitation":"Mull, D.S., Cordivio1a, S., and Risser, D.W., 1981, Availability and Quality of Water from Underground Coal Mines in Johnson and Martin Counties, Kentucky (WRI/OFR 81-690): U.S. Geological Survey Water-Resources Investigations Report 81-690, viii, 55 p.; Plates, https://doi.org/10.3133/wri81690.","productDescription":"viii, 55 p.; Plates","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":124648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0690/report-thumb.jpg"},{"id":91361,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0690/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -83,37.666666666666664 ], [ -83,38 ], [ -82.58333333333333,38 ], [ -82.58333333333333,37.666666666666664 ], [ -83,37.666666666666664 ] ] ] } } ] }","edition":"WRI/OFR 81-690","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a85e4b07f02db64d4be","contributors":{"authors":[{"text":"Mull, D. S.","contributorId":43331,"corporation":false,"usgs":true,"family":"Mull","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":247913,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cordivio1a, Steven","contributorId":26357,"corporation":false,"usgs":true,"family":"Cordivio1a","given":"Steven","email":"","affiliations":[],"preferred":false,"id":247912,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Risser, Dennis W. 0000-0001-9597-5406 dwrisser@usgs.gov","orcid":"https://orcid.org/0000-0001-9597-5406","contributorId":898,"corporation":false,"usgs":true,"family":"Risser","given":"Dennis","email":"dwrisser@usgs.gov","middleInitial":"W.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":247911,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":65122,"text":"i1492 - 1981 - Geologic map and sections of the Bowie Mountain North Quadrangle, Cochise County, Arizona","interactions":[],"lastModifiedDate":"2016-07-22T13:59:12","indexId":"i1492","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1492","subseriesTitle":"NONE","title":"Geologic map and sections of the Bowie Mountain North Quadrangle, Cochise County, Arizona","language":"ENGLISH","doi":"10.3133/i1492","usgsCitation":"Drewes, H., 1981, Geologic map and sections of the Bowie Mountain North Quadrangle, Cochise County, Arizona: U.S. Geological Survey IMAP 1492, 1 map :col. ;58 x 49 cm., on sheet 84 x 112 cm., https://doi.org/10.3133/i1492.","productDescription":"1 map :col. ;58 x 49 cm., on sheet 84 x 112 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":189829,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1492/report-thumb.jpg"},{"id":106768,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9260.htm","linkFileType":{"id":5,"text":"html"},"description":"9260"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.5,32.1175 ], [ -109.5,32.25 ], [ -109.36749999999999,32.25 ], [ -109.36749999999999,32.1175 ], [ -109.5,32.1175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a48eb","contributors":{"authors":[{"text":"Drewes, Harald","contributorId":52567,"corporation":false,"usgs":true,"family":"Drewes","given":"Harald","affiliations":[],"preferred":false,"id":272693,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27591,"text":"wri8140 - 1981 - Water quality of Alimagnet, Farquar, and Long Lakes in Apple Valley, Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T11:52:11","indexId":"wri8140","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-40","title":"Water quality of Alimagnet, Farquar, and Long Lakes in Apple Valley, Minnesota","docAbstract":"Alimagnet, Farquar, and Long Lakes, in Apple Valley, Minnesota, were sampled from 1973-79 to determine their physical and chemical characteristics. A storm-sewer inlet to Alimagnet Lake was also sampled during two storms in 1978. The 1976-77 drought caused a more noticeable effect on the quality of the lakes than any other factor. Chloride concentrations were 10 to 15 milligrams per liter before the drought, but increased 2 to 4 times during the drought. Dissolved solids reacted similarly. Dissolved oxygen and pH were governed mainly by biological activity. In February 1977, dissolved-oxygen concentration was less than 0.5 milligrams per liter in the three lakes. Ratios between mean total nitrogen and mean total phosphorus ranged from 22:1 to 26:1. Trophic-state indices indicate that the lakes are eutrophic. Blue-green algae dominated the phytoplankton populations. Storms sampled at a storm-sewer inlet to Alimagnet Lake showed higher concentrations of chromium, copper, nickel, and zinc than of lead, arsenic, cadmium, and mercury. Total phosphorus for the September 1978 storm had a concentration of 1.7 milligrams per liter, which means that approximately 29 pounds entered the lake during the 5.5-hour sampling period.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8140","collaboration":"Prepared in cooperation with the City of Apple Valley, Minnesota","usgsCitation":"Have, M., Payne, G.A., and Ayers, M.A., 1981, Water quality of Alimagnet, Farquar, and Long Lakes in Apple Valley, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 81-40, iv, 38 p., https://doi.org/10.3133/wri8140.","productDescription":"iv, 38 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":158801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0040/report-thumb.jpg"},{"id":95645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0040/report.pdf","size":"2132","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","city":"Apple Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.24766159057617,\n 44.75404787477275\n ],\n [\n -93.25796127319336,\n 44.75356026127114\n ],\n [\n -93.25830459594727,\n 44.73734476963528\n ],\n [\n -93.25521469116211,\n 44.73429623703402\n ],\n [\n -93.2516098022461,\n 44.73258898857743\n ],\n [\n -93.2516098022461,\n 44.71709950382894\n ],\n [\n -93.1534194946289,\n 44.717343464865316\n ],\n [\n -93.1541061401367,\n 44.7751332217051\n ],\n [\n -93.24800491333008,\n 44.77403648591524\n ],\n [\n -93.24766159057617,\n 44.75404787477275\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a26","contributors":{"authors":[{"text":"Have, M.R.","contributorId":79115,"corporation":false,"usgs":true,"family":"Have","given":"M.R.","affiliations":[],"preferred":false,"id":198379,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198378,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ayers, M. A.","contributorId":41417,"corporation":false,"usgs":true,"family":"Ayers","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198377,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26510,"text":"wri818 - 1981 - Selected hydrologic relationships for Soldier Creek, northeastern Kansas","interactions":[],"lastModifiedDate":"2017-12-06T13:05:19","indexId":"wri818","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-8","title":"Selected hydrologic relationships for Soldier Creek, northeastern Kansas","docAbstract":"Hydrologic data from Soldier Creek basin were compared with relations from statewide data. The quantity and quality of streamflow were affected mostly by soils, slopes, and land use. Average annual precipitation during the study (196476) was 35.12 inches, or 2.3 percent greater than the long-term (1929-76) average. The average streamflow in Soldier Creek at Topeka, Kansas, was 23 percent greater than the long-term average.
In general, frequency curves of annual peak discharges compared poorly with curves from statewide relations due to the absence of extremely low peaks during the short period. A comparison of low-flow frequency for drainage areas of more than 100 square miles indicated that reasonable results will not be obtained for estimates of 7-day and 30-day average annual minimum discharges by linear extrapolation to basins of less than 100 square miles. Comparison of flow-duration curves confirms the extrapolation for basins of less than 100 square miles, although the percentage duration of mean flow is variable.
Water surveys showed that calcium, bicarbonate, and sulfate were the predominant ions and dissolved solids were derived mostly from limestones and shales. Suspended sediment at gaged sites ranged from 9.94 to 848 tons per day; yield per unit area increased significantly between sites due to changes in hillside slopes and land use.
A 3-year study in northwest Elkhart County, Indiana, was done to (1) de-fine the general flow and quality of water in the outwash aquifer system, (2) determine if a well field proposed for a site at the Elkhart Municipal Airport would draw leachate from the Himco landfill, and (3) define the areal extent of the ground water affected by the landfill and an east-side industrial-park area.
The outwash aquifers are mainly composed of sand and gravel and are separated by a silt and clay bed. The saturated thickness of these deposits averages 175 feet and ranges from 85 to 500 feet. Where present, the silt and clay bed confines the underlying aquifer. The confining bed is absent in the area underlying the landfill and part of the airport. Average hydraulic conductivities of the sand, and the sand and gravel, are 80 and 400 feet per day, respectively. Regional ground-water flow is toward the St. Joseph River.
A quasi-three-dimensional ground-water flow model, calibrated to match measured water levels and river seepages, was used to simulate proposed pumpings in the airport area. Drawdowns for simulated pumpings of 7.5-, 10-, and 20-million gallons per day were small percentages of the saturated thick-nesses of the unconfined aquifer underlying the airport area. Model-simulated streamflow reductions in Christiana Creek for these pumpings were 9, 12, and 23 percent of base flow, respectively. The model-simulated, steady-state water-level maps for the 7.5- and 10-million-gallons-per-day pumping experiments indicated that these pumpings would not draw water from the land-fill area to the pumping center at the airport. The simulated map for the 20-million-gallons-per-day pumping indicated that only a small part of the flow into the pumping center could come from the landfill area.
The general quality of ground water in the study area, defined by analyses of 68 water samples from 35 observation wells, included slightly basic pH (7-8), average hardness greater than 200 milligrams per liter as calcium carbonate, average alkalinity greater than 150 milligrams per liter as calcium carbonate, and, in more than 90 percent of the analyses, a calcium bicarbonate water type.
Eight volatile organic compounds were detected in water from 8 of 19 wells sampled in the industrial-park area. The health-effects advisory limit for chronic exposure to trichloroethylene was exceeded in samples from six of these wells. Areally, the results did not define a plume or a source of the volatile organic compounds.
Concentrations of dissolved solids, bicarbonate, bromide, chloride, sulfate, ammonia, calcium, magnesium, manganese, potassium, sodium, and dis-solved organic carbon in the leachate were at least five times their back-ground concentrations. Concentrations of bromide and dissolved solids were the best indicators of leachate. Bromide concentrations plotted areally indicated that the landfill was the source of the leachate, the leachate plume extended between 3,100 and 5,600 feet downgradient from the landfill, and the plume had not spread laterally much farther than the original width of the landfill. Bromide and dissolved-solids concentrations plotted in cross section indicated that the leachate plume was sinking as it spread downgradient in the shallow unconfined aquifer and the leachate was present in deep wells under and immediately downgradient from the landfill. All chemical constituents were attenuated within approximately 1 mile downgradient from the landfill.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8153","collaboration":"Prepared in cooperation with the Indiana Department of Natural Resources and the Elkhart Water Works","usgsCitation":"Imbrigiotta, T., and Martin, A., 1981, Hydrologic and chemical evaluation of the ground-water resources of northwest Elkhart County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 81-53, ix, 140 p., https://doi.org/10.3133/wri8153.","productDescription":"ix, 140 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":380154,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0053/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0053/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Elkhart County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.7874,41.7615],[-85.7591,41.7613],[-85.6606,41.7608],[-85.6589,41.699],[-85.6575,41.6122],[-85.6554,41.5251],[-85.6542,41.4733],[-85.6552,41.4384],[-85.7704,41.4377],[-85.8874,41.4379],[-86.0008,41.4375],[-86.059,41.4367],[-86.0594,41.4644],[-86.0593,41.474],[-86.0593,41.479],[-86.0592,41.4935],[-86.0598,41.4999],[-86.0624,41.7619],[-85.932,41.7623],[-85.7874,41.7615]]]},\"properties\":{\"name\":\"Elkhart\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6118d0","contributors":{"authors":[{"text":"Imbrigiotta, Thomas E. 0000-0003-1716-4768 timbrig@usgs.gov","orcid":"https://orcid.org/0000-0003-1716-4768","contributorId":2466,"corporation":false,"usgs":true,"family":"Imbrigiotta","given":"Thomas E.","email":"timbrig@usgs.gov","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":false,"id":198744,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, Angel Jr.","contributorId":42571,"corporation":false,"usgs":true,"family":"Martin","given":"Angel","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":198745,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27772,"text":"wri80105 - 1981 - Comparison of the propane-area tracer method and predictive equations for determination of stream-reaeration coefficients on two small streams in Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T14:44:44","indexId":"wri80105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"80-105","title":"Comparison of the propane-area tracer method and predictive equations for determination of stream-reaeration coefficients on two small streams in Wisconsin","docAbstract":"This study was made to identify the best predictive equations for a stream's reaeration-rate coefficient. Reaeration-rate information is needed in dissolvedoxygen modeling work, but an actual tracer measurement is not always possible.
\nThe propane-area gas-tracer method and predictive equations were compared for determination of stream-reaeration coefficients (K.2) for reaches of two small streams in Wisconsin. The study was made by the U.S. Geological Survey in cooperation with the Wisconsin Department of Natural Resources.
\nThe reaeration-rate coefficients actually measured by the propane-area tracer technique were 14.0 per day and 10.5 per day for two reaches of Honey Creek near Monroe, Wisconsin, with 6.98 per day and 0.98 per day measured at separate reaches on Mill Creek near Marshfield, Wisconsin.
\nOf 20 predictive equations evaluated, the top five ranking equations were as follows: Tsivoglou-Neal with 34 percent mean error, Foree with 34.8 percent, Cadwallader with 45.5 percent, Isaacs-Gaudy with 45.8 percent, and Langbein- Durum with 49 percent.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri80105","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"House, L.B., and Skavroneck, S., 1981, Comparison of the propane-area tracer method and predictive equations for determination of stream-reaeration coefficients on two small streams in Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 80-105, iv, 18 p., https://doi.org/10.3133/wri80105.","productDescription":"iv, 18 p.","numberOfPages":"25","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":118718,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0105/report-thumb.jpg"},{"id":56614,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","city":"Marshfield, Monroe","otherGeospatial":"Honey Creek, Mill Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.74491119384766,\n 42.53082032025189\n ],\n [\n -89.74491119384766,\n 42.63219062985138\n ],\n [\n -89.61410522460938,\n 42.63219062985138\n ],\n [\n -89.61410522460938,\n 42.53082032025189\n ],\n [\n -89.74491119384766,\n 42.53082032025189\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.34400939941406,\n 44.548888195335756\n ],\n [\n -90.34400939941406,\n 44.77549879567308\n ],\n [\n -90.01922607421875,\n 44.77549879567308\n ],\n [\n -90.01922607421875,\n 44.548888195335756\n ],\n [\n -90.34400939941406,\n 44.548888195335756\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab704","contributors":{"authors":[{"text":"House, Leo B.","contributorId":70766,"corporation":false,"usgs":true,"family":"House","given":"Leo","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198667,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Skavroneck, Steven","contributorId":53843,"corporation":false,"usgs":true,"family":"Skavroneck","given":"Steven","email":"","affiliations":[],"preferred":false,"id":198666,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27774,"text":"wri825 - 1981 - One-dimensional reservoir-lake temperature and dissolved oxygen model","interactions":[],"lastModifiedDate":"2018-11-02T10:29:22","indexId":"wri825","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"82-5","title":"One-dimensional reservoir-lake temperature and dissolved oxygen model","docAbstract":"This report describes and documents a one-dimensional computer model that predicts dissolved-oxygen and temperature profiles in a lake or reservoir. Downstream release dissolved-oxygen concentrations and temperatures also are computed based on a user-specified outflow withdrawal elevation. The model can, therefore, be used to compare top-draw versus bottom-draw outlet configuration effects on downstream dissolved-oxygen and temperature conditions.
The dissolved-oxygen and temperature profiles are computed for a conceptual vertical water column located at the deepest point in the lake or reservoir.. The water column is divided into a series of uniform thickness horizontal layers for computation purposes. The model operates on a daily simulation interval, with summary output given for each day and detailed depth profiles printed on user-specified days. Model options allow the simulation of 5-day biochemical oxygen demand, sediment oxygen demand, and the density current effects of inflowing suspended sediment.
The model is a modification of the U.S. Army Corps of Engineer's \"WESTEX\" model number 722-F5-E1011. The user-specified withdrawal elevation, dissolved oxygen, biochemical oxygen demand, sediment oxygen demand, and suspended sediment simulation capabilities were not present in the earlier \"WESTEX\" model. The model is capable of simulating a stratified reservoir pool environment.
This reservoir-lake model is most applicable to preliminary or reconnaissance studies of a proposed impoundment. Other more complex and accurate models exist to model existing lakes or reservoirs where onsite data can be collected.
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