No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84685","usgsCitation":"Coats, R.R., and Greene, R.C., 1984, Geologic map of the northwest quarter of the Mountain City quadrangle, Elko County, Nevada and Owyhee County, Idaho: U.S. Geological Survey Open-File Report 84-685, Report: 7 p.; 2 Plates: 24.46 × 34.69 inches and 31.99 × 15.81 inches, https://doi.org/10.3133/ofr84685.","productDescription":"Report: 7 p.; 2 Plates: 24.46 × 34.69 inches and 31.99 × 15.81 inches","costCenters":[],"links":[{"id":85736,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0685/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85735,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0685/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85734,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0685/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":162407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0685/report-thumb.jpg"},{"id":108414,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13523.htm","linkFileType":{"id":5,"text":"html"},"description":"13523"}],"country":"United States","state":"Idaho, Nevada","county":"Elko County, Owyhee County","otherGeospatial":"Mountain City quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116,\n 41.875\n ],\n [\n -115.875,\n 41.875\n ],\n [\n -115.875,\n 42\n ],\n [\n -116,\n 42\n ],\n [\n -116,\n 41.875\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688969","contributors":{"authors":[{"text":"Coats, Robert R.","contributorId":37788,"corporation":false,"usgs":true,"family":"Coats","given":"Robert","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":238537,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Greene, Robert C.","contributorId":36108,"corporation":false,"usgs":true,"family":"Greene","given":"Robert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":238536,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26402,"text":"wri834111 - 1984 - Test of excess irrigation to reduce salinity in ground water and soil, Palo Verde Irrigation District, Riverside County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri834111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4111","title":"Test of excess irrigation to reduce salinity in ground water and soil, Palo Verde Irrigation District, Riverside County, California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834111","usgsCitation":"Buono, A., 1984, Test of excess irrigation to reduce salinity in ground water and soil, Palo Verde Irrigation District, Riverside County, California: U.S. Geological Survey Water-Resources Investigations Report 83-4111, v, 62 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834111.","productDescription":"v, 62 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4111/report-thumb.jpg"},{"id":55192,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684ba1","contributors":{"authors":[{"text":"Buono, A.","contributorId":61034,"corporation":false,"usgs":true,"family":"Buono","given":"A.","email":"","affiliations":[],"preferred":false,"id":196326,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48891,"text":"ofr84358K - 1984 - Preliminary geologic map of Natwick SW 7.5 minutes Quadrangle, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:10:08","indexId":"ofr84358K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-358","chapter":"K","title":"Preliminary geologic map of Natwick SW 7.5 minutes Quadrangle, Wyoming","language":"ENGLISH","doi":"10.3133/ofr84358K","usgsCitation":"Snyder, G.L., 1984, Preliminary geologic map of Natwick SW 7.5 minutes Quadrangle, Wyoming: U.S. Geological Survey Open-File Report 84-358, 2 over-size sheets, https://doi.org/10.3133/ofr84358K.","productDescription":"2 over-size sheets","costCenters":[],"links":[{"id":162318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":85727,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0358k/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85728,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0358k/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bfe9","contributors":{"authors":[{"text":"Snyder, George L.","contributorId":6843,"corporation":false,"usgs":true,"family":"Snyder","given":"George","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":238528,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3678,"text":"cir922A - 1984 - Assessment of undiscovered conventionally recoverable petroleum resources of the Northwest European region","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"cir922A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"922","chapter":"A","title":"Assessment of undiscovered conventionally recoverable petroleum resources of the Northwest European region","docAbstract":"The estimates of undiscovered conventionally recoverable petroleum resources in the northwest European region at probability levels of 95 percent, 5 percent, statistical mean, and mode are for oil (in billions of barrels): 9, 34, 20, and 15; and for gas (in trillions of cubic feet): 92, 258, 167, and 162. The occurrence of petroleum can be accounted for in two distinct geological plays located in the various subbasins of the region. Play I is associated with the distribution of mature source rocks of Late Jurassic age relative to four distinct trapping conditions. The play has been demonstrated productive mostly in the Viking and Central Grabens of the North Sea, where the shale has been buried to optimum depths for the generation of both oil and gas. To the north of 62 ? N. latitude up to the Barents Sea, source rocks become increasingly deeply buried and are interpreted to be dominantly gas prone; a narrow band of potentially oil-prone shales tracks most of the coast of Norway, but water depths in favorable localities commonly range from 600 to 1,200 feet. To the south of the Central Graben, the Jurassic source rocks are either immature or minimally productive because of a change in facies. Undrilled traps remain within the favorable source-rock area, and exploration will continue to challenge the boundaries of conventional wisdom, especially on the Norwegian side where little has .been reported on the geology of the adjoining Bergen High or Horda Basin, though, reportedly, the Jurassic source rocks are missing on the high and are immature in the southern part of the basin. \r\n\r\nPlay II is associated with the distribution of a coal facies of Carboniferous age that is mature for the generation of gas and locally underlies favorable reservoir and sealing rocks. The play is limited largely by facies development to the present area of discovery and production but is limited as well to the southeast into onshore Netherlands and Germany by the unfavorable economics of an increasing nitrogen content in the gas. This increase is apparently caused by excessive temperatures associated with increasing depth of burial of the source rock. \r\n\r\nThe history of discovery in the North Sea would appear to deny the commonly held maxim that large fields are found first and early in the exploration process. However, if the discovery data are examined from the perspective of the award date of each exploration license, then it is clear that the largest fields and most of the reserves have indeed been found early in the exploration process of a particular license. Discoveries made within 1 year of granting the license are on average large giants, and they account for slightly less than two-thirds of the original reserves. Discoveries made within 2 to 5 years of the granting of the license are on average less than giant size and smaller than increment-l-year discoveries by a factor of 4; these fields account for a little less than one-third of the reserves. Those fields found 6 or more years after the granting of the license are relatively small and account for 20 percent of all discoveries but only 4 percent of total original reserves. These data suggest that a measure of an area's exploration maturity is the length of time elapsed since the award of the concession.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir922A","usgsCitation":"Masters, C.D., and Klemme, H.D., 1984, Assessment of undiscovered conventionally recoverable petroleum resources of the Northwest European region: U.S. Geological Survey Circular 922, vi, 22 p. :ill., maps ;26 cm., https://doi.org/10.3133/cir922A.","productDescription":"vi, 22 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":124616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0922a/report-thumb.jpg"},{"id":30726,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0922a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671c62","contributors":{"authors":[{"text":"Masters, Charles D.","contributorId":38969,"corporation":false,"usgs":true,"family":"Masters","given":"Charles","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":147395,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Klemme, H. Douglas","contributorId":80653,"corporation":false,"usgs":true,"family":"Klemme","given":"H.","email":"","middleInitial":"Douglas","affiliations":[],"preferred":false,"id":147396,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":4435,"text":"cir868 - 1984 - The United States Geological Survey in Alaska: Accomplishments during 1981","interactions":[{"subject":{"id":70180305,"text":"70180305 - 1984 - The Jeanie Point complex revisited","indexId":"70180305","publicationYear":"1984","noYear":false,"title":"The Jeanie Point complex revisited"},"predicate":"IS_PART_OF","object":{"id":4435,"text":"cir868 - 1984 - The United States Geological Survey in Alaska: Accomplishments during 1981","indexId":"cir868","publicationYear":"1984","noYear":false,"title":"The United States Geological Survey in Alaska: Accomplishments during 1981"},"id":1}],"lastModifiedDate":"2024-11-13T20:47:29.836589","indexId":"cir868","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"868","title":"The United States Geological Survey in Alaska: Accomplishments during 1981","docAbstract":"This report of accomplishments of the U.S. Geological Survey in Alaska during 1981 contains summary and topical accounts of the results of studies on a wide range of topics of economic and scientific interest. In addition, many more detailed maps and reports are included in the lists of references cited for each article and in the appended compilations of 277 reports on Alaska published by the U.S. Geological Survey and of 103 reports, by U.S. Geological Survey authors in various other scientific publications.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Alexandria, VA","doi":"10.3133/cir868","usgsCitation":"1984, The United States Geological Survey in Alaska: Accomplishments during 1981: U.S. Geological Survey Circular 868, x, 162 p., https://doi.org/10.3133/cir868.","productDescription":"x, 162 p.","numberOfPages":"176","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"links":[{"id":31538,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0868/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117384,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0868/report-thumb.jpg"},{"id":463910,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23561.htm","text":"The Doonerak anticlinorium revisited","linkFileType":{"id":5,"text":"html"}},{"id":402348,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23536.htm","text":"Reconnaissance geology of the northern part of the Unalakleet quadrangle","linkFileType":{"id":5,"text":"html"}},{"id":463912,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23596.htm","text":"Late Pleistocene glacial dams in the Noatak Valley","linkFileType":{"id":5,"text":"html"}},{"id":463909,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23539.htm","text":"New age data for the Kaiyuh Mountains, west-central Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463927,"rank":22,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23847.htm","text":"Trace-metal anomalies associated with silicification and argillic alteration in a rhyolite flow-dome complex in volcanic rocks of the Nowitna River area, Medfra quadrangle, Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463928,"rank":23,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23858.htm","text":"The northern Coast plutonic-metamorphic complex, southeastern Alaska and northwestern British Columbia","linkFileType":{"id":5,"text":"html"}},{"id":463914,"rank":9,"type":{"id":36,"text":"NGMDB Index 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fault","linkFileType":{"id":5,"text":"html"}},{"id":463913,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23607.htm","text":"Progress in lead/uranium zircon studies of lower Paleozoic rocks of the southern Alexander terrane","linkFileType":{"id":5,"text":"html"}},{"id":463917,"rank":12,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23665.htm","text":"Recognition of the Burnt Island Conglomerate on the Screen Islands, southeastern Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463918,"rank":13,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23680.htm","text":"Glacial-lake deposits in the Mount Harper area, Yukon-Tanana Upland","linkFileType":{"id":5,"text":"html"}},{"id":463919,"rank":14,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23693.htm","text":"A preliminary geochemical interpretation of the Chugach Wilderness, southern Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463920,"rank":15,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23741.htm","text":"Preliminary study of a zoned leucocratic-granite body on central Etolin Island, southeastern Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463921,"rank":16,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23752.htm","text":"Geologic framework of Paleozoic rocks on southern Annette and Hotspur Islands, southern Alexander terrane","linkFileType":{"id":5,"text":"html"}},{"id":463922,"rank":17,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23763.htm","text":"The Kanayut Conglomerate in the westernmost Brooks Range, Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463923,"rank":18,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23826.htm","text":"Preliminary report on ophiolites in the Yuki River and Mount Hurst areas, west-central Alaska [Mount Hurst area]","linkFileType":{"id":5,"text":"html"}},{"id":463924,"rank":19,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23833.htm","text":"Kivivik Creek: a possible zinc-lead-silver occurrence in the Kuna Formation, western Baird Mountains, Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463925,"rank":20,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23834.htm","text":"Stratigraphy, petrology, and structure of the Pinkston terrane, Mount Hayes C-5 and C-6 quadrangles, eastern Alaska Range, Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463926,"rank":21,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23838.htm","text":"Preliminary analysis of microfauna from selected bottom grab samples, southern Bering Sea","linkFileType":{"id":5,"text":"html"}},{"id":463929,"rank":24,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23862.htm","text":"Postglacial pollen and tephra records from lakes in the Cook Inlet region, southern Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463930,"rank":25,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23866.htm","text":"Paleomagnetic latitude of Paleocene volcanic rocks of the Cantwell Formation, central Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463931,"rank":26,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23867.htm","text":"Preliminary report on ophiolites in the Yuki River and Mount Hurst areas, west-central Alaska [Yuki River area]","linkFileType":{"id":5,"text":"html"}},{"id":463932,"rank":27,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23884.htm","text":"Paleozoic limestones of the Crazy Mountains and vicinity, Circle quadrangle, east-central Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463933,"rank":28,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23897.htm","text":"Structural relations and fluid-inclusion data for mineralized and nonmineralized quartz veins in the Port Valdez gold district, Valdez quadrangle, south Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463934,"rank":29,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23898.htm","text":"Amphibole eclogite in the Circle quadrangle, Yukon - Tanana Upland, Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463935,"rank":30,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23986.htm","text":"Metamorphic petrology of the Table Mountain area, Circle quadrangle, 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Warren L.","contributorId":47481,"corporation":false,"usgs":true,"family":"Coonrad","given":"Warren","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":661130,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Elliot, Raymond L.","contributorId":178813,"corporation":false,"usgs":false,"family":"Elliot","given":"Raymond","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":661131,"contributorType":{"id":2,"text":"Editors"},"rank":2}]}} ,{"id":28491,"text":"wri834211 - 1984 - Floods of August 7-8, 1979, in Chautauqua County, New York, with hydraulic analysis of Canadaway Creek in the village of Fredonia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834211","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4211","title":"Floods of August 7-8, 1979, in Chautauqua County, New York, with hydraulic analysis of Canadaway Creek in the village of Fredonia","docAbstract":"Extensive flooding of streams in Chautauqua County, N.Y., on August 7-8, 1979, after severe thunderstorms, resulted in one death and millions of dollars worth of property damage. Severe flooding was reported on Canadaway Creek in Fredonia, where the peak discharge was computed to be 12,000 cubic feet per second. The recurrence interval of this discharge is estimated to be greater than 100 years (exceedance probability less than 0.01). A hydraulic analysis of the flood in Fredonia indicated that a debris jam at the Water Street bridge caused the water level (as determined from floodmarks) immediately upstream from the bridge to be 2.9 feet higher than level computed for unobstructed (without debris) flow conditions. The 100-year flood discharge at the Water Street bridge is computed to be 5,280 cubic feet per second, and the corresponding water level just upstream from the bridge (under unobstructed flow conditions) is 5.9 feet lower than the level observed during the August 7-8, 1979 flood. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834211","usgsCitation":"Lumia, R., and Johnston, W.H., 1984, Floods of August 7-8, 1979, in Chautauqua County, New York, with hydraulic analysis of Canadaway Creek in the village of Fredonia: U.S. Geological Survey Water-Resources Investigations Report 83-4211, iv, 16 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834211.","productDescription":"iv, 16 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122631,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4211/report-thumb.jpg"},{"id":57289,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4211/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b1015","contributors":{"authors":[{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":199901,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnston, W. H.","contributorId":19960,"corporation":false,"usgs":true,"family":"Johnston","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":199902,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26710,"text":"wri834288 - 1984 - Estimates of dissolved and suspended substance yield of stream basins in Michigan","interactions":[],"lastModifiedDate":"2023-01-10T20:15:47.117207","indexId":"wri834288","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4288","title":"Estimates of dissolved and suspended substance yield of stream basins in Michigan","docAbstract":"Water-quality data collected at 20 stations in Michigan were used to develop regression equations relating loads of dissolved and suspended substances to discharge. These equations and mean daily discharge were used to estimate long-term loads, which then were converted to estimates of drainage basin yields. These yields were compared to measured yields and to previous estimates.
Equations were developed for each station that express the relation between load and discharge (L = aQb) for 19 substances and properties. Fifty percent of the equations had standard errors of 22 percent or less; 90 percent of the equations had standard errors of 80 percent or less. Regression exponents indicate that the load increases as discharge increases in all cases, but for about two-thirds of the substances or properties, the increase is less rapid than that of discharge. Seventy-eight percent of the nitrogen, phosphorus, and sediment loads, taken as a group, increase more rapidly than discharge. Concentrations of about 63 percent of the substances or properties decrease as discharge increases, however.
Although comparative data for most drainage basins are scant, yields estimated by use of regression equations did not differ appreciably from measured values at locations where comparison was possible.
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R.","affiliations":[],"preferred":false,"id":196863,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27874,"text":"wri844203 - 1984 - Time of travel and dispersion in the Jones Falls, Baltimore, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri844203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4203","title":"Time of travel and dispersion in the Jones Falls, Baltimore, Maryland","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844203","usgsCitation":"James, R., and Helinsky, B., 1984, Time of travel and dispersion in the Jones Falls, Baltimore, Maryland: U.S. Geological Survey Water-Resources Investigations Report 84-4203, v, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844203.","productDescription":"v, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158992,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4203/report-thumb.jpg"},{"id":56698,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4203/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b778","contributors":{"authors":[{"text":"James, R.W.","contributorId":70434,"corporation":false,"usgs":true,"family":"James","given":"R.W.","affiliations":[],"preferred":false,"id":198825,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Helinsky, B.M.","contributorId":82344,"corporation":false,"usgs":true,"family":"Helinsky","given":"B.M.","affiliations":[],"preferred":false,"id":198826,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28853,"text":"wri844110 - 1984 - Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri844110","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4110","title":"Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee","docAbstract":"Techniques are presented for estimating the magnitude and frequency of peak discharges and storm runoff on stream in urban areas of Memphis, Tennessee. Comprehensive analyses were made in which physical characteristics of streams are related to snythetic flood characteristics at gaging stations. Equations derived from analyses provide estimates of peak discharges with recurrence intervals of 2 to 100 years on streams that have drainage areas less than 20 square miles. The regression analyses indicated that size of drainage area and condition of channel (paved or unpaved) are the most significant basin characteristics affecting the magnitude and frequency of floods in urban streams. Data from 27 gaging stations with 8 years of record were used in the analyses. Flood frequency at each gaging station was computed from calibrated parameters in a rainfall-runoff model. Techniques are also presented for estimating discharge hydrographs for individual floods by using the unit hydrograph, lag time, and rainfall excess. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844110","usgsCitation":"Neely, B., 1984, Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 84-4110, iv, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844110.","productDescription":"iv, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_84_4110.jpg"},{"id":2338,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri844110","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef1dc","contributors":{"authors":[{"text":"Neely, B.L.","contributorId":90344,"corporation":false,"usgs":true,"family":"Neely","given":"B.L.","affiliations":[],"preferred":false,"id":200509,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9387,"text":"ofr84847 - 1984 - Principal facts for gravity stations in and near the Madison and Gallatin Divide Roadless Areas, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr84847","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-847","title":"Principal facts for gravity stations in and near the Madison and Gallatin Divide Roadless Areas, Montana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84847","usgsCitation":"Hassemer, J., and Kaufmann, H.E., 1984, Principal facts for gravity stations in and near the Madison and Gallatin Divide Roadless Areas, Montana: U.S. Geological Survey Open-File Report 84-847, 32 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84847.","productDescription":"32 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":142757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0847/report-thumb.jpg"},{"id":37107,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0847/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667f4d","contributors":{"authors":[{"text":"Hassemer, J. H.","contributorId":12488,"corporation":false,"usgs":true,"family":"Hassemer","given":"J. H.","affiliations":[],"preferred":false,"id":159585,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kaufmann, H. E.","contributorId":40215,"corporation":false,"usgs":true,"family":"Kaufmann","given":"H.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159586,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27865,"text":"wri844041 - 1984 - Low-flow transport models for conservative and sorbed solutes — Uvas Creek, near Morgan Hill, California","interactions":[],"lastModifiedDate":"2022-01-20T21:02:14.126583","indexId":"wri844041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4041","title":"Low-flow transport models for conservative and sorbed solutes — Uvas Creek, near Morgan Hill, California","docAbstract":"Models describing low-flow transport of conservative (nonreactive) and reactive solutes, which adsorb on the streambed, are developed and tested. Temporary storage within the bed plays an important role in solute movement. Three different models of bed-storage processes are developed for conservative solutes. One model assumes the bed is a well-mixed, nondiffusing, nonreacting zone. Solute flux into the bed is then proportional to the difference between stream and bed-solute concentrations. A second model assumes that solute is transported within the bed by a vertical diffusion process. The bed-solute concentration, which matches the stream concentration at the interface, varies with depth in the bed according to Fick 's law. A third model assumes convection in the downstream direction occurs in certain parts of the bed, while the mechanism of the first model functions elsewhere. Storage of absorbing species is assumed to occur by equilibrium adsorption within streambed particles. Uptake rate is described by an intraparticle diffusion process. Model equations were solved using finite element numerical methods. Models were calibrated using data from a 24-hour injection of conservative chloride and adsorptive Sr ions at Uvas Creek near Morgan Hill, California. All models predict well except for some overestimation by the adsorption model during dieaway.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844041","usgsCitation":"Jackman, A.P., Walters, R.A., and Kennedy, V.C., 1984, Low-flow transport models for conservative and sorbed solutes — Uvas Creek, near Morgan Hill, California: U.S. Geological Survey Water-Resources Investigations Report 84-4041, 82 p., https://doi.org/10.3133/wri844041.","productDescription":"82 p.","costCenters":[],"links":[{"id":394617,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35942.htm"},{"id":123415,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4041/report-thumb.jpg"},{"id":56689,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Uvas Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.75,\n 37.05\n ],\n [\n -121.667,\n 37.05\n ],\n [\n -121.667,\n 37.167\n ],\n [\n -121.75,\n 37.167\n ],\n [\n -121.75,\n 37.05\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6487d9","contributors":{"authors":[{"text":"Jackman, A. P.","contributorId":46957,"corporation":false,"usgs":true,"family":"Jackman","given":"A.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Walters, R. A.","contributorId":34174,"corporation":false,"usgs":true,"family":"Walters","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198807,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kennedy, V. C.","contributorId":46080,"corporation":false,"usgs":true,"family":"Kennedy","given":"V.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198808,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28723,"text":"wri834256 - 1984 - Effects of three phosphate industrial sites on ground-water quality in central Florida, 1979 to 1980","interactions":[],"lastModifiedDate":"2025-01-13T17:49:39.065886","indexId":"wri834256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4256","title":"Effects of three phosphate industrial sites on ground-water quality in central Florida, 1979 to 1980","docAbstract":"Geologic, hydrologic, and water quality data and information on test holes collected in the vicinity of gypsum stack complexes at two phosphate chemical plants and one phosphatic clayey waste disposal pond at a phosphate mine and beneficiation plant in central Florida are presented. The data were collected from September 1979 to October 1980 at the AMAX Phosphate, Inc. chemical plant, Piney Point; the USS Agri-Chemicals chemical plant, Bartow; and the International Minerals and Chemical Corporation Clear Springs mine, Bartow. Approximately 5,400 field and laboratory water quality determinations on water samples collected from about 100 test holes and 28 surface-water , 5 rainfall, and other sampling sites at phosphate industry beneficiation and chemical plant waste disposal operations are tabulated. Maps are included to show sampling sites. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834256","usgsCitation":"Miller, R.L., and Sutcliffe, H., 1984, Effects of three phosphate industrial sites on ground-water quality in central Florida, 1979 to 1980: U.S. Geological Survey Water-Resources Investigations Report 83-4256, x, 184 p., https://doi.org/10.3133/wri834256.","productDescription":"x, 184 p.","costCenters":[],"links":[{"id":57552,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4256/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122657,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4256/report-thumb.jpg"},{"id":466126,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35886.htm","text":"USSAC and IMC plant sites","linkFileType":{"id":5,"text":"html"}},{"id":466125,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35885.htm","text":"AMAX plant site","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -81.47943871799596,\n 28.219395941025553\n ],\n [\n -82.49798608995513,\n 28.219395941025553\n ],\n [\n -82.49798608995513,\n 27.382784530994\n ],\n [\n -81.47943871799596,\n 27.382784530994\n ],\n [\n -81.47943871799596,\n 28.219395941025553\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db6100a2","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200291,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutcliffe, Horace Jr.","contributorId":96725,"corporation":false,"usgs":true,"family":"Sutcliffe","given":"Horace","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":200292,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27841,"text":"wri834207 - 1984 - Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2","interactions":[],"lastModifiedDate":"2022-01-18T22:40:21.549985","indexId":"wri834207","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4207","title":"Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2","docAbstract":"In response to the increasing demand on water supplies and declining water levels in eastern San Joaquin County, the U.S. Geological Survey, in cooperation with the San Joaquin County Flood Control and Water Conservation District, is evaluating the potential for artificially recharging the aquifer system in eastern San Joaquin County, Calif. Phase 1 of this study evaluated the geologic and hydrological conditions in the area and selected 20 drill sites in three areas of high potential for artificial recharge of the aquifer system. In phase 2, test holes were drilled. This report is on phase 2, and summarizes the data collected during the drilling and evaluates the suitability of the drilled areas for their potential for artificial recharge. Two areas seem to have a fair potential for artificial recharge of the aquifer system using the basin-spreading method: (1) The flood plain area along the Mokelumne River north of Lockeford, and (2) an area northeast of Linden along the Calaveras River. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834207","usgsCitation":"Ireland, R.L., 1984, Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2: U.S. Geological Survey Water-Resources Investigations Report 83-4207, Report: iv, 28 p.; 2 Plates: 29.24 × 35.17 inches and 34.60 × 27.49 inches, https://doi.org/10.3133/wri834207.","productDescription":"Report: iv, 28 p.; 2 Plates: 29.24 × 35.17 inches and 34.60 × 27.49 inches","costCenters":[],"links":[{"id":56669,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56668,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4207/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394484,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35850.htm"},{"id":56667,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4207/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4207/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Joaquin County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.25,\n 37.8740\n ],\n [\n -120.917,\n 37.8740\n ],\n [\n -120.917,\n 38.25\n ],\n [\n -121.25,\n 38.25\n ],\n [\n -121.25,\n 37.8740\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1fc","contributors":{"authors":[{"text":"Ireland, R. L.","contributorId":89893,"corporation":false,"usgs":true,"family":"Ireland","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28488,"text":"wri844049 - 1984 - Flood-discharge profiles of selected streams in Rockland County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844049","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4049","title":"Flood-discharge profiles of selected streams in Rockland County, New York","docAbstract":"Flood-discharge profiles of 10 streams in Rockland County at six recurrence intervals ranging from 2 to 100 years are presented. Synthetic flood-frequency estimates were derived for nine rainfall-runoff sites from calibrated models; observed flood-frequency estimates were derived for three sites having long-term discharge records. A variance-weighting technique was applied to compare the synthetic flood-frequency estimates with the observed (gaged) estimates and estimates computed at each site from regional regression equations. For ungaged locations on the 10 streams, flood-frequency relationships were derived from regional regression equations previously developed for New Jersey streams. Regional analysis indicated the most significant basin characteristics to be drainage area, streambed slope, storage, and amount of impervious cover. A method for refining (weighting) flood-frequency estimates at selected ungaged locations near rainfall-runoff and (or) long-term gaged sites is given. This report explains analytical methods and includes a list of basin characteristics at several locations along each stream and a table of peak discharges for the six recurrence intervals at 13 gaging stations. The profiles enable the determination of flood discharge at all locations having a drainage area greater than 1 square mile on the 10 streams. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844049","usgsCitation":"Lumia, R., 1984, Flood-discharge profiles of selected streams in Rockland County, New York: U.S. Geological Survey Water-Resources Investigations Report 84-4049, iv, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844049.","productDescription":"iv, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123621,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4049/report-thumb.jpg"},{"id":57285,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4049/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57286,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4049/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649f38","contributors":{"authors":[{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":199896,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28129,"text":"wri834197 - 1984 - Preliminary estimate of possible flood elevations in the Columbia River at Trojan Nuclear Power Plant due to failure of debris dam blocking Spirit Lake, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri834197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4197","title":"Preliminary estimate of possible flood elevations in the Columbia River at Trojan Nuclear Power Plant due to failure of debris dam blocking Spirit Lake, Washington","docAbstract":"Failure of the debris dam, blocking the outflow of Spirit Lake near Mount St. Helens, could result in a mudflow down the Toutle and Cowlitz Rivers into the Columbia River. Flood elevations at the Trojan Nuclear Power Plant on the Columbia River, 5 mi upstream from the Cowlitz River, were simulated with a hydraulic routing model. The simulations are made for four Columbia River discharges in each of two scenarios, one in which Columbia River floods coincide with a mudflow and the other in which Columbia River floods follow a mudflow sediment deposit upstream from the Cowlitz River. In the first scenario, Manning 's roughness coefficients for clear water and for mudflow in the Columbia River are used; in the second scenario only clear water coefficients are used. The grade elevation at the power plant is 45 ft above sea level. The simulated elevations exceed 44 ft if the mudflow coincides with a Columbia River discharge that has a recurrence interval greater than 10 years (610,000 cu ft/sec); the mudflow is assumed to extend downstream from the Cowlitz River to the mouth of the Columbia River, and Manning 's roughness coefficients for a mudflow are used. The simulated elevation is 32 ft if the mudflow coincides with a 100-yr flood (820,000 cu ft/sec) and clear-water Manning 's coefficients are used throughout the entire reach of the Columbia River. The elevations exceed 45 ft if a flow exceeding the 2-yr peak discharge in the Columbia River (410,000 cu ft/sec) follows the deposit of 0.5 billion cu yd of mudflow sediment upstream of the Cowlitz River before there has been any appreciable scour or dredging of the deposit. In this simulation it is assumed that: (1) the top of the sediment deposited in the Columbia River is at an elevation of 30 ft at the mouth of the Cowlitz River, (2) the surface elevation of the sediment deposit decreases in an upstream direction at a rate of 2.5 ft/mi, and (3) clear water Manning 's coefficients apply to the entire modeled reach of the Columbia River. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834197","usgsCitation":"Kresch, D., and Laenen, A., 1984, Preliminary estimate of possible flood elevations in the Columbia River at Trojan Nuclear Power Plant due to failure of debris dam blocking Spirit Lake, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4197, iv, 11 p. :map ;28 cm., https://doi.org/10.3133/wri834197.","productDescription":"iv, 11 p. :map ;28 cm.","costCenters":[],"links":[{"id":158616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4197/report-thumb.jpg"},{"id":56962,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d45","contributors":{"authors":[{"text":"Kresch, D. L.","contributorId":52559,"corporation":false,"usgs":true,"family":"Kresch","given":"D. L.","affiliations":[],"preferred":false,"id":199267,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":199268,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28494,"text":"wri834185 - 1984 - Availability of ground water from the alluvial aquifer on the Nisqually Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834185","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4185","title":"Availability of ground water from the alluvial aquifer on the Nisqually Indian Reservation, Washington","docAbstract":"A digital model using finite-difference techniques was constructed to simulate ground-water flow in an alluvial aquifer on the Nisqually Indian Reservation. The maximum long-term rate of pumping from individual wells, based on available data, is about 0.75 cubic feet per second (340 gallons per minute). Data on the extent, hydraulic conductivity, saturated thickness of the alluvial aquifer, and quality of the ground water was obtained primarily from the more than 22 test holes drilled for this project. The test holes ranged in depth from about 10 to 100 feet. The saturated thickness of the alluvium was found to range generally from about 10 to 60 feet in the area investigated. The water table is usually less than 10 feet below land surface. The hydraulic conductivity of the aquifer was determined to range from 8.5 to 170 feet per day. The leakage coefficient of the river bed material was determined to be about 0.06 foot per day. Rainfall recharge to the aquifer is about 10 inches per year. A U.S. Geological Survey two-dimensional digital computer model was calibrated to simulate ground-water flow in the alluvial aquifer (area investigated is about 1.1 square miles). The calibrated model simulated measured water levels in the alluvial aquifer to within about 1 foot at 13 of 17 test well locations throughout the model area and within 2 feet at 16 of 17 test well locations. When pumping from the alluvial aquifer was simulated with the computer model it was found that 90 to 100 percent of the water pumped from wells was derived from induced recharge from the Nisqually River into the aquifer and (or) reduced discharge from the aquifer to the Nisqually River. Wells drilled for a large demand use such as a fish hatchery supply will achieve the highest yield if they are placed close to the Nisqually River and in the areas of greatest saturated thickness and highest permeability of the aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834185","usgsCitation":"Lum, W.E., 1984, Availability of ground water from the alluvial aquifer on the Nisqually Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4185, vi, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834185.","productDescription":"vi, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124146,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4185/report-thumb.jpg"},{"id":57296,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4185/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db6602df","contributors":{"authors":[{"text":"Lum, W. E. II","contributorId":81504,"corporation":false,"usgs":true,"family":"Lum","given":"W.","suffix":"II","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199906,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4116,"text":"cir905 - 1984 - Vertical crustal movements in Southern California, 1974 to 1978","interactions":[],"lastModifiedDate":"2012-02-02T00:05:36","indexId":"cir905","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"905","title":"Vertical crustal movements in Southern California, 1974 to 1978","docAbstract":"An extensive resurvey of most of the first-order leveling network in southern California, known as the Southern California Releveling Program (SCRP), was carried out during the first 5 months of 1978. The primary scientific purpose of these measurements was to rapidly update the vertical control record throughout a recently uplifted region of southern California in order to more thoroughly document the vertical component of tectonic movement and to provide a reliable base for comparison with future levelings. Analyses of historic first-order leveling results have clearly demonstrated that a broad crustal upwarping, largely contained within a region consisting of the Transverse Ranges province and an area along the intervening section of the San Andreas fault system, had developed between about 1959 and 1974. Unfortunately, there is strong evidence that parts of the 1978 SCRP data are contaminated by the effects of intrasurvey tectonic deformation, limited surficial failures, and, less certainly, magnetically induced systematic error associated with the use of automatic levels. However, any distortions in leveling results caused by these or other factors are not so serious as to render the SCRP data useless. In fact, the bulk of these data can be accepted at face value, and most of the remaining data can be incorporated with some caution to augment the more reliable parts of the network. The evaluation of the 1978 leveling is based on a combination of circuit-misclosures, local timing of the field observations, analysis of profiles of apparent height changes derived from comparisons with previous levelings, and an analysis of the position and orientation of the various routes in relation to the regional structural grain and the gradients of differential vertical motion established by previous investigations. Comparisons of the 1978 SCRP results with the latest of the previous surveys along each route retained in the analysis show that all but about one-third of the uplift established by leveling data from 1959 to the combined 1974/76 survey period had relaxed by early 1978 through tectonic subsidence. Subsequent limited relevelings along several of the 1978 routes show that rapid tectonic subsidence probably continued through at least early 1979. Despite the pronounced down-to-the-northeast (northeastward) tilt that developed between 1976 and early 1978, the overall shape of the uplift was well preserved. Results of repeated trilateration surveys since 1971 demonstrate that a remarkably uniform and nearly monotonic negative dilatational strain-change trend reversed abruptly between 1977 and 1979. The change from tectonic up to tectonic subsidence is associated with this reversal in horizontal strain accumulation. The reversal in strain trend was expressed as a cessation of the essentially uniaxial north-south contraction, which had been accumulating at about 2? 10 -7/yr (or 0.2 ?strain/yr), accompanied by onset of uniaxial east-west \r\nextension at about 5 ? 10 -7/yr (or 0.5 ?strain/yr). Minor earthquakes and occasional swarms of moderate earthquakes were particularly abundant during 1978 and 1979 in conspicuously mobile regions such as the eastern Transverse Ranges and the Salton Trough, areas respectively characterized by nearly complete collapse of the previous maximum uplift and by a dramatic enhancement of the previously identified tectonic subsidence.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir905","usgsCitation":"Burford, R.O., and Gilmore, T.D., 1984, Vertical crustal movements in Southern California, 1974 to 1978: U.S. Geological Survey Circular 905, iii, 22 p. :ill., maps ;26 cm., https://doi.org/10.3133/cir905.","productDescription":"iii, 22 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":124535,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0905/report-thumb.jpg"},{"id":31217,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0905/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6020dd","contributors":{"authors":[{"text":"Burford, Robert O.","contributorId":52560,"corporation":false,"usgs":true,"family":"Burford","given":"Robert","middleInitial":"O.","affiliations":[],"preferred":false,"id":148231,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilmore, Thomas D.","contributorId":64235,"corporation":false,"usgs":true,"family":"Gilmore","given":"Thomas","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":148232,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":67185,"text":"i1659 - 1984 - Geologic map of the Michelangelo Quadrangle of Mercury","interactions":[],"lastModifiedDate":"2012-02-02T00:13:26","indexId":"i1659","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"1659","subseriesTitle":"NONE","title":"Geologic map of the Michelangelo Quadrangle of Mercury","language":"ENGLISH","doi":"10.3133/i1659","usgsCitation":"Spudis, P.D., and Prosser, J., 1984, Geologic map of the Michelangelo Quadrangle of Mercury: U.S. Geological Survey IMAP 1659, 1 map :col. ;52 x 85 cm., on sheet 83 x 115 cm., folded in envelope 30 x 23 cm., https://doi.org/10.3133/i1659.","productDescription":"1 map :col. ;52 x 85 cm., on sheet 83 x 115 cm., folded in envelope 30 x 23 cm.","costCenters":[],"links":[{"id":438953,"rank":401,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P9DG3MVR","text":"USGS data release","linkHelpText":"Geologic map of the Michelangelo Quadrangle of Mercury"},{"id":252264,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1659/report-thumb.jpg"},{"id":251430,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1659/report.pdf","size":"25","linkFileType":{"id":1,"text":"pdf"}},{"id":251431,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1659/plate-1.pdf","size":"13128","linkFileType":{"id":1,"text":"pdf"}}],"scale":"462000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696a36","contributors":{"authors":[{"text":"Spudis, P. D.","contributorId":58719,"corporation":false,"usgs":true,"family":"Spudis","given":"P.","email":"","middleInitial":"D.","affiliations":[{"id":12445,"text":"Lunar and Planetary Institute","active":true,"usgs":false}],"preferred":false,"id":275733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Prosser, J.G.","contributorId":17314,"corporation":false,"usgs":true,"family":"Prosser","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":275732,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9416,"text":"ofr84672 - 1984 - Borehole gravity meter surveys in drill holes USW G-3, UE-25p#1 and UE-25c#1, Yucca Mountain area, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr84672","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-672","title":"Borehole gravity meter surveys in drill holes USW G-3, UE-25p#1 and UE-25c#1, Yucca Mountain area, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84672","usgsCitation":"Healey, D., Clutsom, F.G., and Glover, D., 1984, Borehole gravity meter surveys in drill holes USW G-3, UE-25p#1 and UE-25c#1, Yucca Mountain area, Nevada: U.S. Geological Survey Open-File Report 84-672, i, 18 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr84672.","productDescription":"i, 18 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":141818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0672/report-thumb.jpg"},{"id":37126,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0672/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37127,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0672/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37128,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0672/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37129,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0672/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6029c1","contributors":{"authors":[{"text":"Healey, D.L.","contributorId":52964,"corporation":false,"usgs":true,"family":"Healey","given":"D.L.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":159648,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Clutsom, F. G.","contributorId":108114,"corporation":false,"usgs":true,"family":"Clutsom","given":"F.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":159650,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Glover, D.A.","contributorId":58640,"corporation":false,"usgs":true,"family":"Glover","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":159649,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27820,"text":"wri844002 - 1984 - Hydrogeology of well-field areas near Tampa, Florida, phase 2 — Development and documentation of a quasi-three-dimensional finite-difference model for simulation of steady-state ground-water flow","interactions":[],"lastModifiedDate":"2022-01-12T21:24:27.720127","indexId":"wri844002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4002","title":"Hydrogeology of well-field areas near Tampa, Florida, phase 2 — Development and documentation of a quasi-three-dimensional finite-difference model for simulation of steady-state ground-water flow","docAbstract":"This report describes a quasi-three-dimensional finite-difference model for simulation of steady-state ground-water flow in the Floridan aquifer over a 932-square-mile area that contains 10 municipal well fields. The over-lying surficial aquifer contains a water table and is coupled to the Floridan aquifer by leakage term that represents flow through a confining layer separating the two aquifers. Under the steady-state condition, all storage terms are set to zero. Use of the head-controlled flux condition allows simulated head and flow changes to occur in the Floridan aquifer at the model boundaries. Procedures used to calibrate the model, test its sensitivity to input-parameter errors, and validate its accuracy for predictive purposes are described. Also included are attachments that describe setting up and running the model. Example model-interrogation runs show anticipated drawdowns under high, average, and low recharge conditions with 10 well fields pumping simultaneously at the maximum annual permitted rates totaling 186.9 million gallons per day.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844002","usgsCitation":"Hutchinson, C.B., 1984, Hydrogeology of well-field areas near Tampa, Florida, phase 2 — Development and documentation of a quasi-three-dimensional finite-difference model for simulation of steady-state ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 84-4002, vi, 174 p., https://doi.org/10.3133/wri844002.","productDescription":"vi, 174 p.","costCenters":[],"links":[{"id":394282,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35910.htm"},{"id":56656,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119960,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4002/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Tampa","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.75,\n 28\n ],\n [\n -82.25,\n 28\n ],\n [\n -82.25,\n 28.417\n ],\n [\n -82.75,\n 28.417\n ],\n [\n -82.75,\n 28\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6149e5","contributors":{"authors":[{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198735,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28499,"text":"wri834165 - 1984 - A reconnaissance of the water resources of the Shoalwater Bay Indian Reservation and adjacent areas, Pacific County, Washington, 1978-1979","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834165","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4165","title":"A reconnaissance of the water resources of the Shoalwater Bay Indian Reservation and adjacent areas, Pacific County, Washington, 1978-1979","docAbstract":"A 1978-79 reconnaissance of the quantity and quality of water in the Shoalwater Bay Indian Reservation yielded information needed by the Shoalwater Bay Indian Tribe to plan future use of these resources. Ground water from the local artesian aquifer is suitable for most uses and it is estimated that yield can be as much as 100 to 500 gallons per minute. Long-term yields cannot be calculated from available data. Data from 1968-80 show no measurable declines in water levels or rates of flow due to pumping from the aquifer. Analysis of ground-water samples indicated no seawater intrusion into the aquifer. Mean monthly flows of two streams in the study area ranged from 0.53 to 3.28 cubic feet per second in February 1979. Estimated average 7-day low flows with a recurrance interval of 2 years ranged from 0.3 to 3.0 cubic feet per second. Analyses of surface-water samples indicated concentrations of Aldrin, DDD, DDT, Dieldrin, Diazinon , and Ethyl Parathion that exceeded EPA limits for protection of marine life. Samples of the stream-bottom material in one stream had high concentrations of Aldrin, DDD, DDE, DDT, Dichlobenil, and Dieldrin. Tribally owned tidelands into which these streams flow may be contaminated by these toxic chemicals. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834165","usgsCitation":"Lum, W., 1984, A reconnaissance of the water resources of the Shoalwater Bay Indian Reservation and adjacent areas, Pacific County, Washington, 1978-1979: U.S. Geological Survey Water-Resources Investigations Report 83-4165, vi, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834165.","productDescription":"vi, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4165/report-thumb.jpg"},{"id":57301,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a857a","contributors":{"authors":[{"text":"Lum, W. E.","contributorId":57847,"corporation":false,"usgs":true,"family":"Lum","given":"W. E.","affiliations":[],"preferred":false,"id":199917,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}