This report provides hydrologic and hydraulic information related to the flood of September 16, 1975 in the Guayanilla Valley. The information presented is a compilation of data recovered by the U.S. Geological Survey, and information provided by the residents in the study area.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801282","collaboration":"Prepared in cooperation with the Puerto Rico Department of Natural Resources","usgsCitation":"Johnson, K.G., 1982, Flood of September 16, 1975 in the Guayanilla Valley, Puerto Rico: U.S. Geological Survey Open-File Report 80-1282, 1 Plate: 41.41 x 36.37 inches, https://doi.org/10.3133/ofr801282.","productDescription":"1 Plate: 41.41 x 36.37 inches","costCenters":[],"links":[{"id":417763,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1282/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169378,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1282/report-thumb.jpg"}],"scale":"20000","country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -67.33054839621207,\n 18.582631166666303\n ],\n [\n -67.33054839621207,\n 17.84788950213283\n ],\n [\n -65.28636165453952,\n 17.84788950213283\n ],\n [\n -65.28636165453952,\n 18.582631166666303\n ],\n [\n -67.33054839621207,\n 18.582631166666303\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eebfc","contributors":{"authors":[{"text":"Johnson, Karl G.","contributorId":7680,"corporation":false,"usgs":true,"family":"Johnson","given":"Karl","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":234694,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47554,"text":"wdrMN811 - 1982 - Water resources data for Minnesota, water year 1981; Volume 2, Great Lakes and Souris-Red-Rainy River basins","interactions":[],"lastModifiedDate":"2012-02-02T00:04:59","indexId":"wdrMN811","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":"MN-81-1","title":"Water resources data for Minnesota, water year 1981; Volume 2, Great Lakes and Souris-Red-Rainy River basins","language":"ENGLISH","doi":"10.3133/wdrMN811","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data for Minnesota, water year 1981; Volume 2, Great Lakes and Souris-Red-Rainy River basins: U.S. Geological Survey Water Data Report MN-81-1, 234 p., https://doi.org/10.3133/wdrMN811.","productDescription":"234 p.","costCenters":[],"links":[{"id":135833,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/mn-81-1/report-thumb.jpg"},{"id":84490,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/mn-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f3c55","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":531755,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47555,"text":"wdrAL811 - 1982 - Water resources data for Alabama, water year 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:04:59","indexId":"wdrAL811","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":"AL-81-1","title":"Water resources data for Alabama, water year 1981","language":"ENGLISH","doi":"10.3133/wdrAL811","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data for Alabama, water year 1981: U.S. Geological Survey Water Data Report AL-81-1, 552 p., https://doi.org/10.3133/wdrAL811.","productDescription":"552 p.","costCenters":[],"links":[{"id":135834,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f7890","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":531756,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":46844,"text":"ofr811199 - 1982 - Drainage divides, Massachusetts-Hudson River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:10:59","indexId":"ofr811199","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":"81-1199","title":"Drainage divides, Massachusetts-Hudson River basin","docAbstract":"Drainage boundaries for selected subbasins in northern Berkshire County, Massachusetts, are delineated on five topographic quadrangle maps at a scale of 1:24,000. Drainage basins are shown for all U.S. Geological Survey data-collection sites and for mouths of major rivers. Drainage basins are shown for the outlets of lakes or ponds and for rivers where the drainage area is greater than 3 square miles. Successive sites are indicated where the intervening area is at least 6 square miles on tributary streams and 10 square miles along the Hoosic or North Branch Noosic Rivers. (USGS)","language":"ENGLISH","doi":"10.3133/ofr811199","usgsCitation":"Wandle, S.W., 1982, Drainage divides, Massachusetts-Hudson River basin: U.S. Geological Survey Open-File Report 81-1199, 5 maps ;58 x 43 cm. +1 text (6 p. : map ; 28 cm.), https://doi.org/10.3133/ofr811199.","productDescription":"5 maps ;58 x 43 cm. +1 text (6 p. : map ; 28 cm.)","costCenters":[],"links":[{"id":168904,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635e06","contributors":{"authors":[{"text":"Wandle, S. William Jr.","contributorId":99562,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","suffix":"Jr.","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":234182,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":46847,"text":"ofr82631 - 1982 - Drainage divides, Massachusetts; Blackstone and Thames River basins","interactions":[],"lastModifiedDate":"2012-02-02T00:10:59","indexId":"ofr82631","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":"82-631","title":"Drainage divides, Massachusetts; Blackstone and Thames River basins","docAbstract":"Drainage boundaries for selected subbasins of the Blackstone and Thames River basins in eastern Hampden, eastern Hampshire, western Norfolk, southern Middlesex, and southern Worcester Counties, Massachusetts, are delineated on 12 topographic quadrangle maps at a scale of 1:24,000. Drainage basins are shown for all U.S. Geological Survey data-collection sites and for mouths of major rivers. Drainage basins are shown for the outlets of lakes or ponds and for streams where the drainage area is greater than 3 square miles. Successive sites along watercourses are indicated where the intervening area is at least 6 miles on tributary streams or 15 square miles along the Blackstone River, French River, or Quinebaug River. (USGS)","language":"ENGLISH","doi":"10.3133/ofr82631","usgsCitation":"Krejmas, B.E., and Wandle, S.W., 1982, Drainage divides, Massachusetts; Blackstone and Thames River basins: U.S. Geological Survey Open-File Report 82-631, 12 maps ;58 x 43 cm., https://doi.org/10.3133/ofr82631.","productDescription":"12 maps ;58 x 43 cm.","costCenters":[],"links":[{"id":168907,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635df6","contributors":{"authors":[{"text":"Krejmas, Bruce E.","contributorId":102501,"corporation":false,"usgs":true,"family":"Krejmas","given":"Bruce","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":234188,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wandle, S. William","contributorId":95862,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":234187,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":46848,"text":"ofr82633 - 1982 - Drainage divides, Massachusetts; Connecticut River lowlands and Chicopee River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:11:00","indexId":"ofr82633","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":"82-633","title":"Drainage divides, Massachusetts; Connecticut River lowlands and Chicopee River basin","docAbstract":"Drainage boundaries for selected subbasins of the Connecticut River lowlands and Chicopee River basin in southern Franklin, eastern Hampshire, and western Worcester Counties, Massachusetts , are delineated on 18 topographic quadrangle maps at a scale of 1:24,000. Drainage basins are shown for all U.S. Geological Survey data-collection sites and for mouths of major rivers. Drainage basins are shown for the outlets of lakes or ponds and for streams where the drainage area is greater than 3 square miles. Successive sites along watercourses are indicated where the intervening area is at least 6 square miles on tributary streams or 10 square miles along the Chicopee River, or 20 square miles along the Connecticut River. (USGS)","language":"ENGLISH","doi":"10.3133/ofr82633","usgsCitation":"Krejmas, B.E., and Wandle, S.W., 1982, Drainage divides, Massachusetts; Connecticut River lowlands and Chicopee River basin: U.S. Geological Survey Open-File Report 82-633, 18 maps ;57 x 44 cm., https://doi.org/10.3133/ofr82633.","productDescription":"18 maps ;57 x 44 cm.","costCenters":[],"links":[{"id":168313,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635cbd","contributors":{"authors":[{"text":"Krejmas, Bruce E.","contributorId":102501,"corporation":false,"usgs":true,"family":"Krejmas","given":"Bruce","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":234190,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wandle, S. William Jr.","contributorId":99562,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","suffix":"Jr.","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":234189,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":46849,"text":"ofr82632 - 1982 - Drainage divides, Massachusetts; Deerfield and Millers River basins","interactions":[],"lastModifiedDate":"2012-02-02T00:11:00","indexId":"ofr82632","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":"82-632","title":"Drainage divides, Massachusetts; Deerfield and Millers River basins","docAbstract":"Drainage boundaries for selected subbasins in Franklin and northwestern Worcester Counties, Massachusetts, are delineated on 16 topographic quadrangle maps at a scale of 1:24,000. Drainage basins are shown for all U.S. Geological Survey data-collection sites and for mouths of major rivers. Drainage basins are shown for the outlets of lakes or ponds and for streams where the drainage area is greater than 3 square miles. Successive sites along watercourses are indicated where the intervening area is at least 6 square miles on tributary streams or 10 square miles along the Millers and Deerfield Rivers, or 20 square miles along the Connecticut River. (USGS)","language":"ENGLISH","doi":"10.3133/ofr82632","usgsCitation":"Krejmas, B.E., and Wandle, S.W., 1982, Drainage divides, Massachusetts; Deerfield and Millers River basins: U.S. Geological Survey Open-File Report 82-632, 16 maps ;57 x 43 cm., https://doi.org/10.3133/ofr82632.","productDescription":"16 maps ;57 x 43 cm.","costCenters":[],"links":[{"id":168314,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635cc8","contributors":{"authors":[{"text":"Krejmas, Bruce E.","contributorId":102501,"corporation":false,"usgs":true,"family":"Krejmas","given":"Bruce","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":234192,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wandle, S. William Jr.","contributorId":99562,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","suffix":"Jr.","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":234191,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":47669,"text":"wri824079 - 1982 - Hydrologic maps of the High Plains aquifer, January 1981, southwestern Kansas","interactions":[],"lastModifiedDate":"2025-03-26T19:49:39.379595","indexId":"wri824079","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":"82-4079","title":"Hydrologic maps of the High Plains aquifer, January 1981, southwestern Kansas","docAbstract":"The U.S. Geological Survey furnishes maps depicting saturated thickness of the High Plains aquifer to the Southwest Kansas Groundwater Management District No. 3 through a continuing cooperative agreement. The Groundwater Management District uses the maps to calculated a planned depletion rate of 40 percent of the saturated thickness of the aquifer in 25 years for a 13-county area. Because the information contained on the maps is used in management decisions, the Groundwater Management District is concerned with the accuracy, reliability, and consistency of the hydrologic information that the maps show.
A mathematical technique, called kriging, has been used in the form of a computer program to interpolate hydrologic data based on a network of measured values (Karlinger and Skrivan, 1980). The technique has been applied to geohydrologic data in west-central Kansas with good results (Dunlap and Spinazola, 1981). The program calculates the values at the center of each 1-mile section in a predefined region and facilitates contouring of selected values. The kriging technique was used to produce the hydrologic maps in this report.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824079","usgsCitation":"Spinazola, J.M., 1982, Hydrologic maps of the High Plains aquifer, January 1981, southwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-4079, 8 Plates: 48.09 x 29.14 inches or smaller, https://doi.org/10.3133/wri824079.","productDescription":"8 Plates: 48.09 x 29.14 inches or smaller","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":161786,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4079/report-thumb.jpg"},{"id":359349,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359348,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359347,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359346,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359345,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359344,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359343,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359342,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4079/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Kansas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -102.052001953125,\n 37.00255267215955\n ],\n [\n -99.51416015625,\n 37.00255267215955\n ],\n [\n -99.51416015625,\n 38.28993659801203\n ],\n [\n -102.052001953125,\n 38.28993659801203\n ],\n [\n -102.052001953125,\n 37.00255267215955\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db60674c","contributors":{"authors":[{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":235980,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":46897,"text":"ofr82552 - 1982 - Geohydrology of the preglacial Genesee Valley, Monroe County, New York","interactions":[],"lastModifiedDate":"2021-09-07T18:32:27.017525","indexId":"ofr82552","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":"82-552","title":"Geohydrology of the preglacial Genesee Valley, Monroe County, New York","docAbstract":"This report is last in a series of 11 map sets depicting geohydrologic conditions in selected aquifers in upstate New York. Geohydrologic data are compiled on five maps at 1:24,000 scale. Together the maps provide a comprehensive overview of a buried glacio-fluvial aquifer in Monroe County. The maps include surficial geology, geologic sections, bedrock topography, water-infiltration potential of soil zone, potentiometric surface altitude, and land use. The buried-valley deposits consist of ice-contact sand and gravel, till, and glaciolacustrine sand, silt, and clay. The sand and gravel have relatively high permeabilities whereas the till, silt, and clay deposits have relatively low permeabilities. Water-table conditions prevail in unconfined sand and gravel, whereas artesian conditions prevail in the northern part of the system within sand and gravel confined by silty deposits. Recharge occurs principally over the southern part of the aquifer, due to permeable land-surface conditions. Ground-water movement is towards the Irondequoit Bay and Lake Ontario, where discharge occurs. Several communities have wells capable of producing several hundred gallons per minute from the aquifer. The use of land overlying the aquifer is predominantly residential with lesser amounts of industrial uses. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82552","usgsCitation":"Waller, R.M., Holecek, T.J., Stelz, W., and Belli, J.L., 1982, Geohydrology of the preglacial Genesee Valley, Monroe County, New York: U.S. Geological Survey Open-File Report 82-552, 5 Plates: 28.49 × 36.65 or smaller, https://doi.org/10.3133/ofr82552.","productDescription":"5 Plates: 28.49 × 36.65 or smaller","costCenters":[],"links":[{"id":172002,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83789,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83788,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":388906,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_45788.htm"},{"id":83787,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83786,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83785,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0552/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Monroe County","otherGeospatial":"East Rochester-Irondequoit Bay Area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.4580,\n 43.2500\n ],\n [\n -77.5500,\n 43.2500\n ],\n [\n -77.5500,\n 43.0830\n ],\n [\n -77.4580,\n 43.0830\n ],\n [\n -77.4580,\n 43.2500\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a884b","contributors":{"authors":[{"text":"Waller, Roger Milton","contributorId":22320,"corporation":false,"usgs":true,"family":"Waller","given":"Roger","email":"","middleInitial":"Milton","affiliations":[],"preferred":false,"id":234276,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Holecek, T. J.","contributorId":51362,"corporation":false,"usgs":true,"family":"Holecek","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":234278,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stelz, W.B.","contributorId":43811,"corporation":false,"usgs":true,"family":"Stelz","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":234277,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Belli, J. L.","contributorId":83561,"corporation":false,"usgs":true,"family":"Belli","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":234279,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":46899,"text":"ofr82110 - 1982 - Geohydrology of the valley-fill aquifer in the Elmira area, Chemung County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:10:41","indexId":"ofr82110","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":"82-110","title":"Geohydrology of the valley-fill aquifer in the Elmira area, Chemung County, New York","docAbstract":"This report is the third in a series of 11 map sets decpicting hydrogeologic conditions in selected upstate New York aquifers. Geohydrologic data are compiled on seven maps at 1:24,000 scale. Together the maps provide a comprehensive overview of a major valley-fill aquifer in western Chemung County. Included are maps of surficial geology, geologic sections, soil-zone permeability, water-table altitude, aquifer thickness, estimated well yield, and land use. The maps are designed to enable the State to make decisions on waste-disposal plans that could adversely affect the aquifer and community water systems. (USGS)","language":"ENGLISH","doi":"10.3133/ofr82110","usgsCitation":"Miller, T.S., Randall, A., Belli, J.L., and Allen, R.V., 1982, Geohydrology of the valley-fill aquifer in the Elmira area, Chemung County, New York: U.S. Geological Survey Open-File Report 82-110, 6 maps ;73 x 76 cm. +5 cross sections on 1 sheet 77 x 99 cm. folded in envelope 31 x 23 cm., https://doi.org/10.3133/ofr82110.","productDescription":"6 maps ;73 x 76 cm. +5 cross sections on 1 sheet 77 x 99 cm. folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":172004,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83800,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0110/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83801,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0110/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83802,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0110/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83803,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0110/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83797,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0110/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83798,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0110/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83799,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0110/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a87b3","contributors":{"authors":[{"text":"Miller, Todd S. tsmiller@usgs.gov","contributorId":1190,"corporation":false,"usgs":true,"family":"Miller","given":"Todd","email":"tsmiller@usgs.gov","middleInitial":"S.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":234282,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Randall, A. D.","contributorId":81077,"corporation":false,"usgs":true,"family":"Randall","given":"A. D.","affiliations":[],"preferred":false,"id":234283,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Belli, J. L.","contributorId":83561,"corporation":false,"usgs":true,"family":"Belli","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":234284,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Allen, R. V.","contributorId":100862,"corporation":false,"usgs":true,"family":"Allen","given":"R.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":234285,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":38574,"text":"pp1242 - 1982 - Perennial-streamflow characteristics related to channel geometry and sediment in Missouri River basin","interactions":[],"lastModifiedDate":"2022-10-26T19:27:54.095277","indexId":"pp1242","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":"1242","title":"Perennial-streamflow characteristics related to channel geometry and sediment in Missouri River basin","docAbstract":"Geometry, channel-sediment, and discharge data were collected and compiled from 252 streamflow-gaging stations in the Missouri River basin. The sites represent the complete ranges of hydrologic and geologic conditions found in the basin. The data were analyzed by computer to yield equations relating various discharge characteristics to variables of channel geometry and bed and bank material. The equations provide discharge as the dependent variable for the purpose of making estimates of discharge characteristics at ungaged sites. Results show that channel width is best related to variables of discharge, but that reduction of standard errors can be achieved by considering channel-sediment properties, channel gradient, and discharge variability. The channel-material variables do not exert uniform effects on width-discharge relations and, therefore, are considered as sediment-data groups, or stream types, rather than as terms in multiple power-function equations. Relative to streamflow, narrowest channels occur when streams of steady discharge transport sufficient silt and clay to form stable, cohesive banks but have a small tractive load of sand and coarser sizes. Stable channels also are associated with high channel gradients, which cause high channel roughness and bed and bank armouring by coarse particle sizes. The widest, most unstable channels are found with streams that apparently transport of large tractive load of sand sizes. The downstream rates of change of width with discharge reflect these trends, suggesting that a given bed-material load necessitates a minimum width over which the tractive material can be moved.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1242","usgsCitation":"Osterkamp, W.R., and Hedman, E.R., 1982, Perennial-streamflow characteristics related to channel geometry and sediment in Missouri River basin: U.S. Geological Survey Professional Paper 1242, 37 p., https://doi.org/10.3133/pp1242.","productDescription":"37 p.","costCenters":[],"links":[{"id":408768,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74500.htm","linkFileType":{"id":5,"text":"html"}},{"id":65350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1242/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123419,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1242/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Missouri River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -114,\n 49\n ],\n [\n -114,\n 37\n ],\n [\n -80,\n 37\n ],\n [\n -80,\n 49\n ],\n [\n -114,\n 49\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687e36","contributors":{"authors":[{"text":"Osterkamp, W. R.","contributorId":46044,"corporation":false,"usgs":true,"family":"Osterkamp","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":220090,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hedman, E. R.","contributorId":71527,"corporation":false,"usgs":true,"family":"Hedman","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":220091,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":46900,"text":"ofr82268 - 1982 - Geohydrology of the valley-fill aquifer in the Endicott-Johnson City area, Broome County, New York","interactions":[],"lastModifiedDate":"2022-07-06T19:24:38.907699","indexId":"ofr82268","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":"82-268","title":"Geohydrology of the valley-fill aquifer in the Endicott-Johnson City area, Broome County, New York","docAbstract":"This report is the tenth in a series of 11 map sets depicting geohydrologic conditions in selected aquifers in upstate New York. Geohydrologic data are compiled on five maps at 1:24,000 scale. Together, the maps provide a comprehensive overview of a major valley-fill aquifer in southwestern Broome County. The maps include surficial geology, geologic sections, aquifer thickness, water-infiltration potential of soil zone, potentiometric-surface altitude, and land use. The valley-fill deposits consist of alluvial silt and sand, glacial outwash (sand and gravel), ice-contact sand and gravel, till, and lacustrine silt and clay. The sand and gravel beds have relatively high permeabilities whereas the till, silt, and clay deposits have relatively low permeabilities. Water-table conditions are found in unconfined sand and gravel, whereas artesian conditions prevail within sand and gravel confined by silty deposits. Recharge occurs over the entire surface of the aquifer, due to permeable land-surface conditions, but is greatest along the margin of the valley, where runoff from the hillsides is concentrated, and near streams. The use of land overlying the aquifer is predominantly commercial and residential with lesser amounts of agricultural and industrial uses. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82268","usgsCitation":"Holecek, T.J., Randall, A., Belli, J.L., and Allen, R.V., 1982, Geohydrology of the valley-fill aquifer in the Endicott-Johnson City area, Broome County, New York: U.S. Geological Survey Open-File Report 82-268, 5 Plates: 41.32 × 29.21 inches, https://doi.org/10.3133/ofr82268.","productDescription":"5 Plates: 41.32 × 29.21 inches","costCenters":[],"links":[{"id":170838,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":403093,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_45791.htm","linkFileType":{"id":5,"text":"html"}},{"id":83806,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0268/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83805,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0268/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83804,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0268/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83808,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0268/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83807,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0268/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Broome County","otherGeospatial":"Endicott-Johnson City area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.1,\n 42.083\n ],\n [\n -75.833,\n 42.083\n ],\n [\n -75.833,\n 42.208\n ],\n [\n -76.1,\n 42.208\n ],\n [\n -76.1,\n 42.083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a87b8","contributors":{"authors":[{"text":"Holecek, Thomas J.","contributorId":99558,"corporation":false,"usgs":true,"family":"Holecek","given":"Thomas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":234288,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Randall, A. D.","contributorId":81077,"corporation":false,"usgs":true,"family":"Randall","given":"A. D.","affiliations":[],"preferred":false,"id":234286,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Belli, J. L.","contributorId":83561,"corporation":false,"usgs":true,"family":"Belli","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":234287,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Allen, R. V.","contributorId":100862,"corporation":false,"usgs":true,"family":"Allen","given":"R.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":234289,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":38604,"text":"pp1219 - 1982 - Digital classification of Landsat data for vegetation and land-cover mapping in the Blackfoot River watershed, southeastern Idaho","interactions":[],"lastModifiedDate":"2017-03-29T10:57:43","indexId":"pp1219","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":"1219","title":"Digital classification of Landsat data for vegetation and land-cover mapping in the Blackfoot River watershed, southeastern Idaho","docAbstract":"This paper documents the procedures, results, and final products of a digital analysis of Landsat data used to produce a vegetation and landcover map of the Blackfoot River watershed in southeastern Idaho. Resource classes were identified at two levels of detail: generalized Level I classes (for example, forest land and wetland) and detailed Levels II and III classes (for example, conifer forest, aspen, wet meadow, and riparian hardwoods). Training set statistics were derived using a modified clustering approach. Environmental stratification that separated uplands from lowlands improved discrimination between resource classes having similar spectral signatures. Digital classification was performed using a maximum likelihood algorithm. \r\n\r\nClassification accuracy was determined on a single-pixel basis from a random sample of 25-pixel blocks. These blocks were transferred to small-scale color-infrared aerial photographs, and the image area corresponding to each pixel was interpreted. Classification accuracy, expressed as percent agreement of digital classification and photo-interpretation results, was 83.0:t 2.1 percent (0.95 probability level) for generalized (Level I) classes and 52.2:t 2.8 percent (0.95 probability level) for detailed (Levels II and III) classes. \r\n\r\nAfter the classified images were geometrically corrected, two types of maps were produced of Level I and Levels II and III resource classes: color-coded maps at a 1:250,000 scale, and flatbed-plotter overlays at a 1:24,000 scale. The overlays are more useful because of their larger scale, familiar format to users, and compatibility with other types of topographic and thematic maps of the same scale.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1219","usgsCitation":"Pettinger, L.R., 1982, Digital classification of Landsat data for vegetation and land-cover mapping in the Blackfoot River watershed, southeastern Idaho: U.S. Geological Survey Professional Paper 1219, 33 p., https://doi.org/10.3133/pp1219.","productDescription":"33 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":125044,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1219/report-thumb.jpg"},{"id":65423,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1219/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b463f","contributors":{"authors":[{"text":"Pettinger, L. R.","contributorId":85949,"corporation":false,"usgs":true,"family":"Pettinger","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":220152,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38550,"text":"pp1283 - 1982 - Annual Nutrient Loadings, Primary Productivity, and Trophic State of Lake Koocanusa, Montana and British Columbia, 1972-80","interactions":[],"lastModifiedDate":"2012-02-10T00:10:10","indexId":"pp1283","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":"1283","title":"Annual Nutrient Loadings, Primary Productivity, and Trophic State of Lake Koocanusa, Montana and British Columbia, 1972-80","docAbstract":"Limnological data collected at Lake Koocanusa were used to investigate the relationship of nutrient loadings, primary productivity, and trophic state of the reservoir during 1972-80. The reservoir, on the Kootenai River, was impounded by Libby Dam on March 21, 1972. Manipulation of the 7.16-cubic-kilometer reservoir for flood control, its primary function, created large fluctuations in reservoir volume and produced annual lake-filling times that ranged from 0.14 to 0.66 year.\r\n\r\nLoadings of nitrogen and phosphorus prior to and following impoundment of Lake Koocanusa were found to be large enough to predict eutrophic conditions. Beginning in 1976, total phosphorus loadings, but not total nitrogen loadings, were substantially reduced following improvements in waste-water treatment at a fertilizer plant located upstream from the reservoir. The closure of Libby Dam substantially reduced loadings of nitrogen and phosphorus downstream from Lake Koocanusa. On the average, the reservoir retained 63 percent of its influent loading of total phosphorus and 25 percent of its influent loading of total nitrogen.\r\n\r\nDaily areal and volumetric primary productivity varied widely in each year at four sampled limnological stations. During the 9 years studied, daily areal primary productivity, in milligrams of carbon fixed per square meter, ranged from 0.4 to 420.0; the mean of the 313 sampled days was 128.5. Annual areal primary productivity ranged from 23.2 to 38.5 grams of carbon fixed per square meter and thereby categorized Lake Koocanusa as oligotrophic.\r\n\r\nThe relationship of annual areal primary productivity and 12 selected environmental variables was determined by multiple regression analysis. One of the models that was derived used two variables-annual euphotic zone depth and annual areal phosphorus loading-and accounted for 62.0 percent of the variation in annual areal primary productivity.\r\n\r\nThe distribution of chlorophyll a within the water column indicated that, on the average, more than one-half of the phytoplankton in the reservoir was beneath the euphotic zone. These results support the hypothesis that the reservoir's weak thermal structure had allowed circulation of phytoplankton out of the euphotic zone.\r\n\r\nThe trophic state of Lake Koocanusa was categorized as eutrophic when based on the relationship of the nutrient loadings and the reservoir's ratio of mean depth to hydraulic-residence time. This result conflicted with the oligotrophic ranking the reservoir received based on its areal primary productivity. The discrepancy in trophic state was attributed mainly to the failure of nutrient loading models to adequately account for physical processes within reservoirs. Part of the nutrient loading that entered Lake Koocanusa was unavailable to phytoplankton because the nutrients were carried beneath the euphotic zone by large volumes of interflow and underflow. Another part of the nutrient loading was adsorbed to suspended sediment and removed from the water column. Thus, phytoplankton primary productivity was controlled not only by nutrients, but also by other limno logical processes.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/pp1283","usgsCitation":"Woods, P.F., 1982, Annual Nutrient Loadings, Primary Productivity, and Trophic State of Lake Koocanusa, Montana and British Columbia, 1972-80: U.S. Geological Survey Professional Paper 1283, iv, 24 p., https://doi.org/10.3133/pp1283.","productDescription":"iv, 24 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":120306,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1283/report-thumb.jpg"},{"id":65319,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1283/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -119,47.75 ], [ -119,52 ], [ -113,52 ], [ -113,47.75 ], [ -119,47.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae031","contributors":{"authors":[{"text":"Woods, Paul F.","contributorId":82273,"corporation":false,"usgs":true,"family":"Woods","given":"Paul","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":220041,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30149,"text":"wri8235 - 1982 - Aquifer test results, Green Swamp area, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri8235","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":"82-35","title":"Aquifer test results, Green Swamp area, Florida","docAbstract":"An aquifer test conducted in the Green Swamp area December 15-16 , 1975 was designed to stress the uppermost part of the Floridan aquifer so that the leakage characteristics of the overlying confining bed could be determined. A well tapping the upper part of the Floridan aquifer was pumped at a rate of about 1,040 gallons per minute for 35 hours; drawdown was measured in the Floridan aquifer and in two horizons in the confining bed. Analysis of the data indicates that the transmissivity of the uppper 160 feet of the Floridan is 13,000 square feet per day, the storage coefficient is about 0.0002.5, and the overlying confining bed leakance coefficient is about 0.02 to 0.025 per day. The vertical hydraulic diffusivity of the confining bed ranged from 610 square feet per day to 16,000 square feet per day. Results of the test indicate that, in the area of the test site, a Floridan aquifer well field would induce additional recharge to the Floridan. As a result of that increased recharge , water levels in the surficial aquifer would tend to stand lower, runoff from the area would tend to be less, and, perhaps, evapotranspiration would be less than normal.(USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8235","usgsCitation":"Tibbals, C.H., and Grubb, H.F., 1982, Aquifer test results, Green Swamp area, Florida: U.S. Geological Survey Water-Resources Investigations Report 82-35, 37 p., https://doi.org/10.3133/wri8235.","productDescription":"37 p.","costCenters":[],"links":[{"id":2385,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri82-0035/","linkFileType":{"id":5,"text":"html"}},{"id":160482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679fbc","contributors":{"authors":[{"text":"Tibbals, C. H.","contributorId":76316,"corporation":false,"usgs":true,"family":"Tibbals","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202768,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grubb, Hayes F.","contributorId":91079,"corporation":false,"usgs":true,"family":"Grubb","given":"Hayes","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":202769,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26845,"text":"wri824107 - 1982 - Machine-readable data files from the Madison Limestone and northern Great Plains regional aquifer system analysis projects, Montana, Nebraska, North Dakota, South Dakota, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri824107","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":"82-4107","title":"Machine-readable data files from the Madison Limestone and northern Great Plains regional aquifer system analysis projects, Montana, Nebraska, North Dakota, South Dakota, and Wyoming","docAbstract":"Lists of machine-readable data files were developed for the Madison Limestone and Northern Great Plains Regional Aquifer System Analysis (RASA) projects. They are stored on magnetic tape and available from the U.S. Geological Survey. Record format, file content, and size are given for: (1) Drill-stem-test data for Paleozoic and Mesozoic formations, (2) geologic data from the Madison Limestone project, (3) data sets used in the regional simulation model, (4) head data for the Lower and Upper Cretaceous aquifers, and (5) geologic data for Mesozoic formations of the Northern Great Plains. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824107","usgsCitation":"Downey, J.S., 1982, Machine-readable data files from the Madison Limestone and northern Great Plains regional aquifer system analysis projects, Montana, Nebraska, North Dakota, South Dakota, and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4107, iv, 30 p. :ill. ;28 cm., https://doi.org/10.3133/wri824107.","productDescription":"iv, 30 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122712,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4107/report-thumb.jpg"},{"id":55736,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6490ac","contributors":{"authors":[{"text":"Downey, J. S.","contributorId":100013,"corporation":false,"usgs":true,"family":"Downey","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":197106,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28039,"text":"wri824046 - 1982 - Evaluation of sediment yield and sediment data-collection network in the Piceance basin, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri824046","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":"82-4046","title":"Evaluation of sediment yield and sediment data-collection network in the Piceance basin, northwestern Colorado","docAbstract":"Statistical relationships were developed between suspended-sediment discharge and several regional factors of climate, physiography, and land use in the Piceance basin, northwestern Colorado. The purpose of the study was to evaluate the existing sediment collection network, especially in regard to detecting changes in suspended-sediment discharge due to the development in the basin. Spatial- and time variability were examined using multiple linear regression techniques. Because of the short period of record, monthly mean sediment loads were used to determine shifts or changes in trends due to mining and related activities in the basin. Dummy variable analysis was used to detect these premining and postmining differences in the regression lines and also to detect seasonal differences in the sediment discharge. Differences did exist in the sediment discharge from season to season and before and after mining; however, due to the variability and short period of record the cause of these differences could not be adequately determined. Part of the high variability in sediment discharge was due to variability in the water discharge. Therefore, if the network is to be improved, the emphasis needs to be on improvement of the water-discharge. The results of the monthly mean regression analysis were used in the mean monthly and mean annual analysis for determination of initial network design equations. These were only preliminary in nature and could be improved with additional data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824046","usgsCitation":"Kircher, J.E., and Von Guerard, P., 1982, Evaluation of sediment yield and sediment data-collection network in the Piceance basin, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4046, vi, 25 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824046.","productDescription":"vi, 25 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123891,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4046/report-thumb.jpg"},{"id":56877,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db673e0e","contributors":{"authors":[{"text":"Kircher, J. E.","contributorId":11207,"corporation":false,"usgs":true,"family":"Kircher","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199110,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Von Guerard, Paul","contributorId":40620,"corporation":false,"usgs":true,"family":"Von Guerard","given":"Paul","affiliations":[],"preferred":false,"id":199111,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26850,"text":"wri8238 - 1982 - Geologic and well-construction data for the H-7 borehole complex near the proposed waste isolation pilot plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2019-08-05T11:28:56","indexId":"wri8238","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":"82-38","title":"Geologic and well-construction data for the H-7 borehole complex near the proposed waste isolation pilot plant site, southeastern New Mexico","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8238","usgsCitation":"Drellack, S., and Wells, J., 1982, Geologic and well-construction data for the H-7 borehole complex near the proposed waste isolation pilot plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-38, iv, 25 p. , https://doi.org/10.3133/wri8238.","productDescription":"iv, 25 p. ","costCenters":[],"links":[{"id":157303,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0038/report-thumb.jpg"},{"id":366247,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/0038/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366248,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.380859375,\n 31.952162238024975\n ],\n [\n -103.0517578125,\n 31.952162238024975\n ],\n [\n -103.0517578125,\n 33.669496972795535\n ],\n [\n -105.380859375,\n 33.669496972795535\n ],\n [\n -105.380859375,\n 31.952162238024975\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a64fe","contributors":{"authors":[{"text":"Drellack, S.L. Jr.","contributorId":47407,"corporation":false,"usgs":true,"family":"Drellack","given":"S.L.","suffix":"Jr.","affiliations":[],"preferred":false,"id":197116,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":197117,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26851,"text":"wri824111 - 1982 - Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri824111","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":"82-4111","title":"Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"The H-9 complex, a group of three closely spaced boreholes, is located 5.5 miles south of the proposed Waste Isolation Pilot Plant (WIPP) site in east-central Eddy County, New Mexico. The holes were drilled during July, August, and September 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 storage 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-9a (total depth 559 feet) was completed just below the Magenta Dolomite Member of the Rustler Formation; H-9b (total depth 708 feet) was completed just below the Culebra Dolomite Member of the Rustler Formation; H-9c (total depth 816 feet) was completed below the Rustler Formation-Salado Formation contact. The geologic units penetrated in borehole H-9c are eolian sand of Holocene age (0-5 feet); the Gatuna Formation of Pleistocene age; (5-25 feet); and the Dewey Lake Red Beds (25-455 feet), the Rustler Formation (455.791 feet), and part of the Salado Formation (791-816 feet), all of Permian age. Three sections (494-501 feet, 615-625 feet, 692-712 feet) in the Rustler Formation penetrated by borehole H-9c are composed of remnant anhydrite (locally altered to gypsum) and clay and silt residue from the dissolution of much thicker seams of argillaceous and silty halite. This indicates that the eastward-moving dissolution within the Rustler Formation, found just to the west of the WIPP site, is present at the H-9 site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824111","usgsCitation":"Drellack, S., and Wells, J., 1982, Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-4111, iv, 36 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824111.","productDescription":"iv, 36 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4111/report-thumb.jpg"},{"id":55740,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4111/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55741,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a64b5","contributors":{"authors":[{"text":"Drellack, S.L.","contributorId":19973,"corporation":false,"usgs":true,"family":"Drellack","given":"S.L.","affiliations":[],"preferred":false,"id":197118,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":197119,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30095,"text":"wri824063 - 1982 - Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri824063","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":"82-4063","title":"Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas","docAbstract":"The Arkansas Department of Pollution Control and Ecology and U.S. Geological Survey conducted a water quality assessment be made of the White River and, that a steady-state digital model be calibrated and used as a tool for simulating changes in nutrient loading. The city of Fayetteville 's wastewater-treatment plant is the only point-source discharger of waste effluent to the river. Data collected during synoptic surveys downstream from the wastewater-treatment plan indicate that temperature, dissolved oxygen, dissolved solids, un-ionized ammonia, total phosphorus, and floating solids and depositable materials did not meet Arkansas stream standards. Nutrient loadings below the treatment plant result in dissolved oxygen concentrations as low as 0.0 milligrams per liter. Biological surveys found low macroinvertebrate organism diversity and numerous dead fish. Computed dissolved oxygen deficits indicate that benthic demands are the most significant oxygen sinks in the river downstream from the wastewater-treatment plant. Benthic oxygen demands range from 2.8 to 11.0 grams per meter squared per day. Model projections indicate that for 7-day, 10-year low-flow conditions and water temperature of 29 degrees Celsius, daily average dissolved oxygen concentrations of 6.0 milligrams per liter can be maintained downstream from the wastewater-treatment plant if effluent concentrations of ultimate carbonaceous biochemical oxygen demand and ammonia nitrogen are 7.5 (5.0 5-day demand) and 2 milligrams per liter respectively. Model sensitivity analysis indicate that dissolved oxygen concentrations were most sensitive to changes in stream temperature. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824063","usgsCitation":"Terry, J.E., Morris, E.E., and Bryant, C.T., 1982, Water-quality assessment of White River between Lake Sequoyah and Beaver Reservoir, Washington County, Arkansas: U.S. Geological Survey Water-Resources Investigations Report 82-4063, 113 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824063.","productDescription":"113 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119197,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4063/report-thumb.jpg"},{"id":58909,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4063/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58910,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4063/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58911,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e714a","contributors":{"authors":[{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202668,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morris, E. E.","contributorId":93493,"corporation":false,"usgs":true,"family":"Morris","given":"E.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202669,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bryant, C. T.","contributorId":7263,"corporation":false,"usgs":true,"family":"Bryant","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":202667,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29731,"text":"wri824083 - 1982 - The effects of channel excavation on water-quality characteristics of the Black River and on ground-water levels near Dunn, North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T08:38:17","indexId":"wri824083","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":"82-4083","title":"The effects of channel excavation on water-quality characteristics of the Black River and on ground-water levels near Dunn, North Carolina","docAbstract":"During 1976-81 data were collected at three sites on the Black River near Dunn, N.C., to define the effects of channel excavation on stream quality and on ground-water levels in nearby areas. One of the data sites was located upstream from the five-mile long excavated reach and served as a background station. Changes in various characteristics of this Coastal Plain stream were determined by comparing data collected before, during, and after the construction period. After deepening of the channel by more than 2 feet, ground-water levels within 100 feet of the stream declined a proportionate amount; however, levels in a well 500 feet from the stream were unchanged. Flow velocities during channel deepening were 100 percent higher than velocities prior to construction. An average increase in water temperatures of about one degree Celsius was observed following removal of trees and brush that provided shading to the stream. After construction, concentrations of dissolved oxygen also increased. The percent of saturation increased 20 to 25 percent in the lower values. Maximum concentrations of suspended sediment increased from about 75 mg/L prior to construction to over 2000 mg/L during construction. Within a year after construction, levels of suspended sediment during stormflow had decreased but remained 5 to 10 times greater than preconstruction levels. Little or no change occurred in pH, total-dissolved solids, nitrogen, phosphorus, and bacteria.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824083","usgsCitation":"Simmons, C., and Watkins, S., 1982, The effects of channel excavation on water-quality characteristics of the Black River and on ground-water levels near Dunn, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 82-4083, v, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824083.","productDescription":"v, 33 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":58538,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160487,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4083/report-thumb.jpg"}],"country":"United States","state":"North Carolina","city":"Dunn","otherGeospatial":"Black River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.82415771484375,\n 35.14349410278418\n ],\n [\n -78.82415771484375,\n 35.55792619233778\n ],\n [\n -78.519287109375,\n 35.55792619233778\n ],\n [\n -78.519287109375,\n 35.14349410278418\n ],\n [\n -78.82415771484375,\n 35.14349410278418\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65dfee","contributors":{"authors":[{"text":"Simmons, C.E.","contributorId":32572,"corporation":false,"usgs":true,"family":"Simmons","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":202028,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Watkins, S.A.","contributorId":83962,"corporation":false,"usgs":true,"family":"Watkins","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":202029,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28286,"text":"wri824023 - 1982 - A three-dimensional ground-water-flow model modified to reduce computer-memory requirements and better simulate confining-bed and aquifer pinchouts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri824023","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":"82-4023","title":"A three-dimensional ground-water-flow model modified to reduce computer-memory requirements and better simulate confining-bed and aquifer pinchouts","docAbstract":"The Trescott computer program for modeling groundwater flow in three dimensions has been modified to (1) treat aquifer and confining bed pinchouts more realistically and (2) reduce the computer memory requirements needed for the input data. Using the original program, simulation of aquifer systems with nonrectangular external boundaries may result in a large number of nodes that are not involved in the numerical solution of the problem, but require computer storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824023","usgsCitation":"Leahy, P., 1982, A three-dimensional ground-water-flow model modified to reduce computer-memory requirements and better simulate confining-bed and aquifer pinchouts: U.S. Geological Survey Water-Resources Investigations Report 82-4023, iii, 62 p. :map ;28 cm., https://doi.org/10.3133/wri824023.","productDescription":"iii, 62 p. :map ;28 cm.","costCenters":[],"links":[{"id":122874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4023/report-thumb.jpg"},{"id":57104,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a5c5c","contributors":{"authors":[{"text":"Leahy, P.P.","contributorId":104896,"corporation":false,"usgs":true,"family":"Leahy","given":"P.P.","email":"","affiliations":[],"preferred":false,"id":199530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26792,"text":"wri8219 - 1982 - Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2020-11-05T21:11:17.880652","indexId":"wri8219","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":"82-19","title":"Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"Data were collected during hydrologic testing at wells H-5A, H-5B, and H-5C in the northeastern part of the proposed Waste Isolation Pilot Plant site in southeastern New Mexico. The three water-bearing zones tested, the Magenta and Culebra Dolomite Members of the Rustler Formation and the Rustler Formation-Salado Formation contact, yield water to wells at rates less than 0.6 gallon per minute. Throughout the testing, water-pressure response in the tested zone was monitored by a pressure-transducer system. Shut-in and slug tests were conducted to acquire data from which the following values were derived.
Dissolved-solids concentrations In water samples were: (1) Magenta Dolomite Member, 6,090 milligrams per liter; (2) Culebra Dolomite Member, 144,000 milligrams per liter; and (3) Rustler Formation-Salado Formation contact, 412,000 milligrams per liter. The major chemical constituents of water samples from the Magenta Dolomite Member were sodium and sulfate; from the Culebra Dolomite Member, sodium and chloride; and from the Rustler Formation-Salado Formation contact, magnesium and chloride. Radium-226, a naturally occurring radioactive element, was present in samples from all three zones.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8219","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Dennehy, K.F., and Mercer, J.W., 1982, Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-19, viii, 83 p., https://doi.org/10.3133/wri8219.","productDescription":"viii, 83 p.","costCenters":[],"links":[{"id":380216,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158530,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0019/report-thumb.jpg"}],"country":"United States","state":"New Mexico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.65576171875,\n 31.994100723260804\n ],\n [\n -103.0572509765625,\n 31.994100723260804\n ],\n [\n -103.0572509765625,\n 32.98562797456918\n ],\n [\n -104.65576171875,\n 32.98562797456918\n ],\n [\n -104.65576171875,\n 31.994100723260804\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604534","contributors":{"authors":[{"text":"Dennehy, Kevin F. kdennehy@usgs.gov","contributorId":1128,"corporation":false,"usgs":true,"family":"Dennehy","given":"Kevin","email":"kdennehy@usgs.gov","middleInitial":"F.","affiliations":[{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true}],"preferred":true,"id":197009,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mercer, Jerry W.","contributorId":32534,"corporation":false,"usgs":true,"family":"Mercer","given":"Jerry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197010,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29333,"text":"wri8148 - 1982 - Base flow of streams on Long Island, New York","interactions":[],"lastModifiedDate":"2013-02-28T08:00:09","indexId":"wri8148","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":"81-48","title":"Base flow of streams on Long Island, New York","docAbstract":"On Long Island, base flow under nonurbanized conditions constitutes 90 to 95% of total stream discharge. Base-flow data from 19 continuously gaged streams are presented as monthly mean and annual mean discharge for water years 1960-75, which includes the 1962-66 drought. The data were derived by hydrograph-separation procedures that isolate mean daily base flow from mean daily discharge. A close empirical relationship between annual mean base flow and stream discharge at the 55-% duration point facilities estimation of average base flow and can be used in place of the more time-consuming hydrograph-separation technique. These data are needed in calibration of computer models that will be used to predict the effects of hydrologic stresses, such as sewering, on the Long Island ground-water system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8148","usgsCitation":"Reynolds, R.J., 1982, Base flow of streams on Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 81-48, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8148.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159225,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268533,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0048/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db649270","contributors":{"authors":[{"text":"Reynolds, Richard J. 0000-0001-5032-6613 rjreynol@usgs.gov","orcid":"https://orcid.org/0000-0001-5032-6613","contributorId":1082,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rjreynol@usgs.gov","middleInitial":"J.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201361,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28249,"text":"wri8232 - 1982 - Water quality of the three major tributaries to the Chesapeake Bay, the Susquehanna, Potomac, and James Rivers, January 1979 - April 1981","interactions":[],"lastModifiedDate":"2017-07-12T11:04:11","indexId":"wri8232","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":"82-32","title":"Water quality of the three major tributaries to the Chesapeake Bay, the Susquehanna, Potomac, and James Rivers, January 1979 - April 1981","docAbstract":"Water-quality constituent loads at the Fall Line stations of the Susquehanna, Potomac, and James Rivers, the three major tributaries to the Chesapeake Bay, can be estimated with reasonable accuracy by regression techniques, especially for wet periods of 1 year or more. Net transport of all nutrient species and most other constituents, especially those found in greatest concentrations associated with suspended material, is dominated by a few spring and storm-related high-flow events. Atrazine and 2,4-D are the two herbicides most consistently detected at the Fall Line of the Susquehanna and Potomac Rivers. Concentrations of total residual chlorine and low-molecular-weight, halogenated hydrocarbons at selected sites in estuaries to the upper Bay are generally at or below detection limits. When compared to the two other major tributaries, the James River has the lowest discharge-weighted-sulfate concentrations, presumably because of the lack of coal mining activity in this basin. This river also has lower total nitrogen concentrations. Ammonia concentrations and loads are decreasing at all three Fall Line stations, as is orthophosphate in the Susquehanna and Potomac Rivers. Slight increases in total nitrogen and nitrite plus nitrate concentrations in the Susquehanna River from 1969 to 1980 may warrant continued monitoring.
Analyses of data for this report confirm the previous suggestion that when water discharge of the Susquehanna River at Conowingo, Maryland, is below about 400,000 cubic feet per second, sediment, with sorbed nutrients and other constituents, is deposited behind the three hydroelectric dams on this river between Harrisburg, Pennsylvania, and its mouth. Discharges above 400,000 cubic feet per second resuspend these sediments and transport constituent loads to the Bay well in excess of loads transported by the Susquehanna River at Harrisburg. In addition to precipitation quantity and intensity, antecedent conditions and season of the year play a major role in the transport of sediments and their associated chemical constituents at all three stations.