{"pageNumber":"2666","pageRowStart":"66625","pageSize":"25","recordCount":69041,"records":[{"id":636,"text":"wsp1172 - 1952 - Surface water supply of the United States, 1950, Part II, South Atlantic slope and eastern Gulf of Mexico basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:08","indexId":"wsp1172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1172","title":"Surface water supply of the United States, 1950, Part II, South Atlantic slope and eastern Gulf of Mexico basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1172","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1952, Surface water supply of the United States, 1950, Part II, South Atlantic slope and eastern Gulf of Mexico basins: U.S. Geological Survey Water Supply Paper 1172, xii, 565 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1172.","productDescription":"xii, 565 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":135977,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1172/report-thumb.jpg"},{"id":25199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1172/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696596","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":527608,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":625,"text":"wsp1141 - 1952 - Surface water supply of the United States, 1949, Part I, North Atlantic slope basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:08","indexId":"wsp1141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1141","title":"Surface water supply of the United States, 1949, Part I, North Atlantic slope basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1141","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1952, Surface water supply of the United States, 1949, Part I, North Atlantic slope basins: U.S. Geological Survey Water Supply Paper 1141, xiv, 745 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1141.","productDescription":"xiv, 745 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":25188,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1141/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":136422,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1141/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69672d","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":527597,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2377,"text":"wsp1135 - 1952 - Ground-water resources of Snohomish County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1135","title":"Ground-water resources of Snohomish County, Washington","docAbstract":"Snohomish County comprises an east-west strip, six townships wide, extending 60 miles from the eastern shore of Puget Sound to the drainage divide of the Cascade Mountains. Topographically, the eastern two-thirds of the county varies frown hills and low mountain spurs at the west to the continuous high, maturely carved mountains of the Cascade Range at the east. The western third of the county lies in the Puget Sound lowland section: it is made up largely of unconsolidated deposits, as contrasted with the hard rocks of the mountain section. High-level deposits of glacial debris in some places form a transitional ramp from the lowlands to the mountain topography; in other places the transition is abrupt. The principal rivers--the Snohomish, Skykomish, Stillaguamish, and Sauk--drain westward and northwestward to Puget Sound.\r\n\r\nThe Puget Sound lowland, with its extensions up the river valleys, is economically the important part. of the county. Within that part., ground-water development is of particular importance. The climate is equable and dominantly oceanic, with an average of about 32 h. of rainfall annually, but with a pronounced dry season from June to September. A mean annual temperature of 52 F, a growing season of more than 200 days, and a variety of good soils form a setting in which supplemental irrigation can at least double the average crop production. \r\n\r\nWithin the coastal lowland, plateau segments 200 to 600 ft or more in altitude are separated by flat-bottomed, alluviated river gorges. The river flats in some eases represent the surface of as much as 500 to 600 ft of glacial and alluvial deposits backfilled into canyonlike arms of the aneestral drainage system. The plateau segments are formed of the till-smoothed remnants of bedrock or the tabular segments of Pleistocene deposits. The Pleistocene deposits consist, above sea level, of about 200 ft of Admiralty clay and as much as 1,000 ft of deposits of the Vashon glaciation. The latter include as much as 300 ft of either clay or sand units of advance outwash, up to 150 ft of till, and variable thicknesses of outwash-terrace and train material. The Admiralty clay is composed largely of clayey materials without important quantities of ground water. Similar clayey sediments are known to continue downward for more than 1,000 ft below sea level. The sand unit and, to a lesser extent, the clay unit, are largely advance outwash of the Vashon glaciation. They are water bearing, and the position of their ground-water reservoirs--in flat-shaped bodies perched on the Admiralty clay beneath the plateau surfaces and slopes--makes them particularly susceptible to useful development. The till is a persistent ground-moraine deposit that mantles most of the area of the plateau segments and passes beneath much of the outwash and alluvium of the valleys. The till is a great vaster of precipitation; it. sheds off to the creeks much water that would otherwise recharge the ground-water reservoirs. A small amount of water percolates irregularly into and through the till or accumulates in the soil zones on top, where it is tapped by a great many 'hardpan' wells of small yield. Outwash terraces of gravels and sands, where they lie below the local water table, carry large quantities of ground water. The alluvial materials of the river valleys are good aquifers, but the water is iron bearing in many places and is saline in places in the lower parts of the Snohomish and Stillaguamish Valleys. \r\n\r\nAt present, no good aquifers are known to exist in the bedrock formations. The metamorphic, granitic, and volcanic rocks of the mountainous parts of the county are largely nonpermeable. The Tertiary strata, which underlie the coastal lowland at depth and crop out about its inner margin, contain little or no water, and that which is present is usually of poor quality. \r\n\r\nThe chemical quality of the ground waters is in general excellent. The iron- bearing water of the alluvial valleys is the princ","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1135","usgsCitation":"Newcomb, R.C., 1952, Ground-water resources of Snohomish County, Washington: U.S. Geological Survey Water Supply Paper 1135, v, 133 p. :ill., maps ;24 cm. + plates folded in pocket., https://doi.org/10.3133/wsp1135.","productDescription":"v, 133 p. :ill., maps ;24 cm. + plates folded in pocket.","costCenters":[],"links":[{"id":137762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1135/report-thumb.jpg"},{"id":28332,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1135/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28333,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1135/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28334,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1135/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696c4b","contributors":{"authors":[{"text":"Newcomb, Reuben Clair","contributorId":37712,"corporation":false,"usgs":true,"family":"Newcomb","given":"Reuben","email":"","middleInitial":"Clair","affiliations":[],"preferred":false,"id":145106,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":316,"text":"wsp1155 - 1952 - Surface water supply of Hawaii, 1948-49","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1155","title":"Surface water supply of Hawaii, 1948-49","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1155","usgsCitation":"Paulsen, C.G., 1952, Surface water supply of Hawaii, 1948-49: U.S. Geological Survey Water Supply Paper 1155, vi, 130 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1155.","productDescription":"vi, 130 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":136021,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1155/report-thumb.jpg"},{"id":24878,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1155/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6977c5","contributors":{"authors":[{"text":"Paulsen, C. G.","contributorId":96239,"corporation":false,"usgs":true,"family":"Paulsen","given":"C.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":142229,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1134,"text":"wsp1137C - 1952 - Flood of August 1950 in the Waimea area, Kauai, Hawaii","interactions":[],"lastModifiedDate":"2024-01-11T00:13:36.166347","indexId":"wsp1137C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1137","chapter":"C","title":"Flood of August 1950 in the Waimea area, Kauai, Hawaii","docAbstract":"

On August 15-18, 1950, Waimea River on the island of Kauai, T. H., had one of the severest floods in its history as a result of torrential rains, caused by a storm associated with the only typhoon ever recorded in the proximity of the Hawaiian Archipelego.  At one rainfall station in the basin, 50 inches of rain was recorded during a 72- hour period.  Kawaikoi Stream, in the headwaters of Waimea River basin, reached a maximum discharge of 7, 980 second-feet, or 1,950 second-feet per square mile.

\n

A rubble wall along the right bank of Waimea River just below the mouth of Makaweli River, constructed to contain the flow, was overtopped and the entire town of Waimea was flooded. The water was about a foot over the top of the wall at most places. No lives were lost, but damage to property was about $200, 000.

\n

This report presents detailed records of stages and discharges at four gaging stations in the basin during the flood period August 15-18 in the Waimea River basin, a summary of flood discharges at gaging stations on the principal streams on the island of Kauai, a description of the physical features of the drainage basin, a description of the two types of storms that prevail on the Hawaiian Islands, and a section on the meteorology of the storm of August 15-18. Figure 46 is a map of the island of Kauai, which shows the location of the gaging stations referred to in this report, the location of .rain gages in the area where rainfall was the greatest, and lines of equal rainfall for the period August 14-19, 1950.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1137C","collaboration":"Prepared in cooperation with the Territory of Hawaii","usgsCitation":"Chun, R., 1952, Flood of August 1950 in the Waimea area, Kauai, Hawaii: U.S. Geological Survey Water Supply Paper 1137, v, 23 p., https://doi.org/10.3133/wsp1137C.","productDescription":"v, 23 p.","startPage":"327","endPage":"349","numberOfPages":"23","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":424300,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24227.htm","linkFileType":{"id":5,"text":"html"}},{"id":25914,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1137c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137962,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1137c/report-thumb.jpg"}],"country":"United States","state":"Hawaii","otherGeospatial":"Kauai, Waimea","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -159.85382080078125,\n 21.79775787126941\n ],\n [\n -159.85382080078125,\n 22.25859674097572\n ],\n [\n -159.17816162109372,\n 22.25859674097572\n ],\n [\n -159.17816162109372,\n 21.79775787126941\n ],\n [\n -159.85382080078125,\n 21.79775787126941\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7378","contributors":{"authors":[{"text":"Chun, R.K.","contributorId":56629,"corporation":false,"usgs":true,"family":"Chun","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":143234,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1764,"text":"wsp1110D - 1952 - Sedimentation rates in small reservoirs in the Little Colorado River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp1110D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1110","chapter":"D","title":"Sedimentation rates in small reservoirs in the Little Colorado River Basin","language":"ENGLISH","publisher":"U.S. Geological Survey ;","doi":"10.3133/wsp1110D","usgsCitation":"Hains, C., Van Sickle, D.M., and Peterson, H.V., 1952, Sedimentation rates in small reservoirs in the Little Colorado River Basin: U.S. Geological Survey Water Supply Paper 1110, iii, [28] p. :ill., (1 fold. in pocket.) ;24 cm., https://doi.org/10.3133/wsp1110D.","productDescription":"iii, [28] p. :ill., (1 fold. in pocket.) ;24 cm.","costCenters":[],"links":[{"id":137116,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1110d/report-thumb.jpg"},{"id":26879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1110d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbc53","contributors":{"authors":[{"text":"Hains, C.F.","contributorId":55411,"corporation":false,"usgs":true,"family":"Hains","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":144106,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Van Sickle, D. M.","contributorId":42192,"corporation":false,"usgs":true,"family":"Van Sickle","given":"D.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":144105,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peterson, Harold V.","contributorId":9630,"corporation":false,"usgs":true,"family":"Peterson","given":"Harold","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":144104,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":627,"text":"wsp1143 - 1952 - Surface water supply of the United States, 1949, Part III, Ohio River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:08","indexId":"wsp1143","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1143","title":"Surface water supply of the United States, 1949, Part III, Ohio River basin","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1143","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1952, Surface water supply of the United States, 1949, Part III, Ohio River basin: U.S. Geological Survey Water Supply Paper 1143, xiii, 731 p. :ill. ;23 cm., https://doi.org/10.3133/wsp1143.","productDescription":"xiii, 731 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":136424,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1143/report-thumb.jpg"},{"id":25190,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1143/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696734","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":527599,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2452,"text":"wsp1133 - 1952 - Quality of surface waters of the United States, 1948. Parts 7-14","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1133","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1133","title":"Quality of surface waters of the United States, 1948. Parts 7-14","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1133","usgsCitation":"Paulsen, C.G., 1952, Quality of surface waters of the United States, 1948. Parts 7-14: U.S. Geological Survey Water Supply Paper 1133, viii, 373 p. :tables ;25 cm., https://doi.org/10.3133/wsp1133.","productDescription":"viii, 373 p. :tables ;25 cm.","costCenters":[],"links":[{"id":138142,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1133/report-thumb.jpg"},{"id":28528,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1133/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651c43","contributors":{"authors":[{"text":"Paulsen, C. G.","contributorId":96239,"corporation":false,"usgs":true,"family":"Paulsen","given":"C.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145225,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1838,"text":"wsp1110C - 1952 - Quality of water, Conchas Reservoir, New Mexico, 1939-49","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp1110C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1110","chapter":"C","title":"Quality of water, Conchas Reservoir, New Mexico, 1939-49","language":"ENGLISH","publisher":"United States Government Printing Office,","doi":"10.3133/wsp1110C","usgsCitation":"Hem, J.D., 1952, Quality of water, Conchas Reservoir, New Mexico, 1939-49: U.S. Geological Survey Water Supply Paper 1110, iv, 83-127 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1110C.","productDescription":"iv, 83-127 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1110c/report-thumb.jpg"},{"id":27043,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1110c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ae4b07f02db651578","contributors":{"authors":[{"text":"Hem, John David","contributorId":42577,"corporation":false,"usgs":true,"family":"Hem","given":"John","email":"","middleInitial":"David","affiliations":[],"preferred":false,"id":144235,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":121,"text":"wsp1139 - 1952 - Kansas-Missouri floods of July 1951","interactions":[],"lastModifiedDate":"2024-02-13T22:12:23.557165","indexId":"wsp1139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1139","title":"Kansas-Missouri floods of July 1951","docAbstract":"

No abstract available.

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The purpose of this report on the geology and ground-water resources of Comal County in central Texas is to determine the sources of the waters that supply Comal Springs, the largest springs in the Southwest, and other springs and wells. Comal County has an area of about 559 square miles and in 1950 had a population of 16,325. Comal Springs discharge within the city limits of New Braunfels, the county seat of Comal County.

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Print. Off.,","doi":"10.3133/wsp1102","usgsCitation":"Paulsen, C.G., 1952, Quality of surface waters of the United States, 1947: U.S. Geological Survey Water Supply Paper 1102, xi, 651 p. :tables ;25 cm., https://doi.org/10.3133/wsp1102.","productDescription":"xi, 651 p. :tables ;25 cm.","costCenters":[],"links":[{"id":138141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1102/report-thumb.jpg"},{"id":28527,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1102/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651bf4","contributors":{"authors":[{"text":"Paulsen, C. 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The floods of July 1942 in north-central Pennsylvania and adjacent areas in New York were record-breaking on most of the smaller streams. They followed unprecedented rains that amounted to as much as 35 inches at some points during a storm that for the most part lasted less than 12 hours at any point. In the area of heavy rainfall, peak flood discharges were much greater than for the floods of March 1936. The storm was centered over the headwaters of three major drainage basins Susquehanna, Allegheny, and Genessee with the result that flood flows in the lower reaches of those streams were not outstanding. The estimated property damage exceeded $10,000,000 and 15 persons lost their lives. Description of previous storms and floods show that quite similar conditions have occurred in other areas in the past. The isohyetal map in the report is based on more than 400 miscellaneous observations of rainfall. Gage heights and discharges during the flood period are given for 14 gaging stations, and peak discharges are given for 47 other points on streams in the flood area. The maximum discharge was 117,000 second-feet in West Branch Susquehanna River at Renovo, and the maximum in relation to drainage area was 2,100 second-feet per square mile from 11.4 square miles in Annin Creek near Turtle Point. The report also contains a table of flood-crest elevations.

","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Notable local floods of 1942-43 (Water-Supply Paper 1134)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1134B","collaboration":"Prepared in cooperation with the States of New York and Pennsylvania","usgsCitation":"Eisenlohr, W.S., and Stewart, J.E., 1952, Floods of July 18, 1942 in north-central Pennsylvania, with a section on descriptive details of the storm and floods: U.S. Geological Survey Water Supply Paper 1134, Report: vii, 100 p.; 1 Plate: 30.00 x 33.00 inches, https://doi.org/10.3133/wsp1134B.","productDescription":"Report: vii, 100 p.; 1 Plate: 30.00 x 33.00 inches","startPage":"59","endPage":"158","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":91265,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1134b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137890,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1134b/report-thumb.jpg"},{"id":91266,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1134b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":463368,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24222.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"New York, Pennsylvania","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -79,\n 41\n ],\n [\n -77,\n 41\n ],\n [\n -77,\n 42.675\n ],\n [\n -79,\n 42.675\n ],\n [\n -79,\n 41\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649618","contributors":{"authors":[{"text":"Eisenlohr, W. S. Jr.","contributorId":47014,"corporation":false,"usgs":true,"family":"Eisenlohr","given":"W.","suffix":"Jr.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":143537,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stewart, James E.","contributorId":13955,"corporation":false,"usgs":true,"family":"Stewart","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":917293,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2463,"text":"wsp1168 - 1952 - Water levels and artesian pressure in observation wells in the United States in 1950, Part 4, South-Central States","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1168","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1168","title":"Water levels and artesian pressure in observation wells in the United States in 1950, Part 4, South-Central States","language":"ENGLISH","publisher":"U.S. Government Printing Office,","doi":"10.3133/wsp1168","usgsCitation":"Paulsen, C.G., 1952, Water levels and artesian pressure in observation wells in the United States in 1950, Part 4, South-Central States: U.S. Geological Survey Water Supply Paper 1168, v, 165 p. :tables ;25 cm., https://doi.org/10.3133/wsp1168.","productDescription":"v, 165 p. :tables ;25 cm.","costCenters":[],"links":[{"id":138212,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1168/report-thumb.jpg"},{"id":28539,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1168/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa182","contributors":{"authors":[{"text":"Paulsen, C. G.","contributorId":96239,"corporation":false,"usgs":true,"family":"Paulsen","given":"C.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145236,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24615,"text":"ofr52143 - 1952 - Preliminary report on ground water in the Michaud Flats Project, Power County, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"ofr52143","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","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":"52-143","title":"Preliminary report on ground water in the Michaud Flats Project, Power County, Idaho","docAbstract":"The Michaud Flats Project area, as here described, includes about 65 square miles in central Power County, south of the Snake River in the southeastern Snake River Plain of Idaho. The principal town and commercial center of the area is American Falls.\r\n\r\nThe immediate purpose of work in the area by the U.S. Geological Survey was to investigate the possibility of developing substantial quantities of ground water for irrigating high and outlying lands in the proposed Michaud Flats Project area of the U.S. Bureau of Reclamation. Initial findings are sufficiently favorable to warrant comprehensive further investigation. Advanced study would assist proper utilization of ground-water resources and would aid ultimate evaluation of total water resources available in the area.\r\n\r\nAbout 10,000 acres of low-lying lands in the Michaud Flats project could be irrigated with water from the Snake River under a low-line distribution system involving a maximum pumping lift of about 200 feet above the river. An additional larger area of high and outlying lands is suitable for irrigation with water pumped from wells. If sufficient ground water is economically available, the expense of constructing and operating a costly highline distribution system for surface water could be saved.\r\n\r\nReconnaissance of the ground-water geology of the area disclosed surface outcrops of late Cenozoic sedimentary, pyroclastic, and volcanic rocks. Well logs and test borings show that similar materials are present beneath the land surface in the zone of saturation. Ground water occurs under perched, unconfined, and confined (artesian) conditions, but the aquifers have not been adequately explored. Existing irrigation wells, 300 feet or less in depth, yield several hundred to 1,400 gallons of water a minute, with pumping drawdowns of 6 to 50 feet, and perhaps more. A few wells have been \u001Cpumped out\u001D at rates of less than 800 gallons a minute. Scientific well-construction and development methods would lead to more efficient well performance.\r\n\r\nA generalized water-table contour map of the area shows that the principal general direction of ground-water movement is toward the west and northwest. The southwestern part of the American Falls Reservoir, and a segment of the Snake River below the dam, may be perched above the water table. Ground water appears to move beneath this segment of the river to the Snake River Plain on the northwest side.\r\n\r\nSo far as is known, recharge to the ground-water reservoir is chiefly from local sources and from the runoff from the mountain area southeast of the project. Seepage losses from surface water spread for irrigation would contribute a substantial amount of new recharge to the ground water, but the amount of such recharge might be less than the depletion of ground water by pumping. Therefore, with ground-water irrigation a part of the project, return flow to the American Falls Reservoir might be less than it is in the existing regimen. Ground-water pumping where the ground water is not tributary to the reservoir might not deplete the reservoir appreciably, but would reduce the net supply of water available west of Neeley.\r\n\r\nEvidence indicates that at least moderate supplies of ground water can be obtained in low-lying areas southwest and northeast of American Falls, but the safe perennial yields of the aquifers cannot now be estimated. The ground-water potential in high and outlying lands is not known. It is unlikely that this potential is sufficient to supply all high and outlying lands, but the supply may be adequate for a substantial part of these lands. Thorough investigation appears to be warranted.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey, Water Resources Division, Ground Water Branch,","doi":"10.3133/ofr52143","issn":"0094-9140","usgsCitation":"Stewart, J.W., Nace, R.L., and Deutsch, M., 1952, Preliminary report on ground water in the Michaud Flats Project, Power County, Idaho: U.S. Geological Survey Open-File Report 52-143, 40 p. ill., maps (fold.) ;27 cm., https://doi.org/10.3133/ofr52143.","productDescription":"40 p. ill., maps (fold.) ;27 cm.","costCenters":[],"links":[{"id":157695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1952/0143/report-thumb.jpg"},{"id":53663,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1952/0143/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66caa7","contributors":{"authors":[{"text":"Stewart, J. W.","contributorId":72774,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":192261,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nace, Raymond L.","contributorId":93460,"corporation":false,"usgs":true,"family":"Nace","given":"Raymond","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":192262,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Deutsch, Morris","contributorId":69119,"corporation":false,"usgs":true,"family":"Deutsch","given":"Morris","email":"","affiliations":[],"preferred":false,"id":192260,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":23174,"text":"ofr52158 - 1952 - Stream runoff and ground-water storage capacity, Santa Ynez River, Santa Barbara County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:03","indexId":"ofr52158","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","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":"52-158","title":"Stream runoff and ground-water storage capacity, Santa Ynez River, Santa Barbara County, California","language":"ENGLISH","publisher":"United States Department of the Interior, Geological Survey, Water Resources Division,","doi":"10.3133/ofr52158","issn":"0094-9140","usgsCitation":"Troxell, H.C., and Wilson, H.D., 1952, Stream runoff and ground-water storage capacity, Santa Ynez River, Santa Barbara County, California: U.S. Geological Survey Open-File Report 52-158, 151 p. ill., maps, plates ;28 cm., https://doi.org/10.3133/ofr52158.","productDescription":"151 p. ill., maps, plates ;28 cm.","costCenters":[],"links":[{"id":155866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a514b","contributors":{"authors":[{"text":"Troxell, Harold C.","contributorId":33354,"corporation":false,"usgs":true,"family":"Troxell","given":"Harold","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":189580,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, Harry Dennis Jr.","contributorId":95091,"corporation":false,"usgs":true,"family":"Wilson","given":"Harry","suffix":"Jr.","email":"","middleInitial":"Dennis","affiliations":[],"preferred":false,"id":189581,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3686,"text":"cir174 - 1952 - Water resources of the Lake Erie shore region in Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-07T09:25:18","indexId":"cir174","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","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":"174","title":"Water resources of the Lake Erie shore region in Pennsylvania","docAbstract":"

An abundant supply of water is available to the Lake Erie Shore region in Pennsylvania. Lake i£rie furnishes an almost inexhaustible supply of water of satisfactory chemical quality. Small quantities of water are available from small streams in the area and from the ground. A satisfactory water supply is one of the factors that affect the economic growth of a region. Cities and towns must have adequate amounts of pure water for human consumption. Industries must have suitable water ih sufficient quantities for all purposes. In order to assure. success and economy, the development of water resources should be based on adequate knowledge of the quantity and quality of the water. As a nation, we can not afford to run the risk of dissipating our resources, especially in times of national emergency, by building projects that are not founded on sound engineering and adequate water-resources information. The purpose of this report is to summarize and interpret all available water-resources information for the Lake Erie Shore region in Pennsylvania. The report will be useful for initial guidance in the location or expansion of water facilities for defense and nondefense industries and the municipalities upon which they are dependent. It will also be useful in evaluating the adequacy of the Geological Survey's part of the basic research necessary to plan the orderly development of the water resources of the Lake Erie Shore region. Most of the data contained inthis report have been obtained'by the U. S. Geological Survey in cooperation with the Pennsylvania Department of Forests and Waters, the Pennsylvania Department of Internal Affairs, and the Pennsylvania State Planning Board, Department of Commerce. The Pennsylv~nia Department of Health furnished information on water pollution. The report was prepared in the Water Resources Division of the U. S. Geological Survey b:y John W. Mangan (Surface Water). Donald W. VanTuyl (Ground Water). and Walter F. White, Jr. (Quality of Water), under the general direction of C. G. Paulsen, chief hydraulic engineer.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir174","usgsCitation":"Mangan, J.W., Van Tuyl, D.W., and White, W.F., 1952, Water resources of the Lake Erie shore region in Pennsylvania: U.S. Geological Survey Circular 174, ii, 36 p. :ill., maps ;27 cm., https://doi.org/10.3133/cir174.","productDescription":"ii, 36 p. :ill., maps ;27 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":30738,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1952/0174/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121278,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1952/0174/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f050b","contributors":{"authors":[{"text":"Mangan, John William","contributorId":59015,"corporation":false,"usgs":true,"family":"Mangan","given":"John","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":147409,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Van Tuyl, Donald W.","contributorId":93886,"corporation":false,"usgs":true,"family":"Van Tuyl","given":"Donald","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":147410,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"White, Walter F.","contributorId":52159,"corporation":false,"usgs":true,"family":"White","given":"Walter","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":147408,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":3874,"text":"cir204 - 1952 - Floods in Youghiogheny and Kiskiminetas River basins, Pennsylvania and Maryland, frequency and magnitude","interactions":[],"lastModifiedDate":"2017-07-05T10:54:51","indexId":"cir204","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","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":"204","title":"Floods in Youghiogheny and Kiskiminetas River basins, Pennsylvania and Maryland, frequency and magnitude","docAbstract":"

Engineers have long appreciated the fact that it is seldom economically sound to design hydraulic structures either for the maximum previous floods or for the computed maximum probable floods, unless failure of such structures involves loss of life or serious property damage. Such floods may not occur more often, on an average, than once in a hundred or pos- sibly even several thousand years. In planning sound design for structures, such as culverts or bridge·s, which may involve flood frequencies of only 10 to 50 yr, the factors of economic~ and useful life of the structure should be con- sidered. In the past, records of streamflow have been so meager and of such short duration that litt~ reliable information could be obtained on the magnitude and frequency of floods in any particular region. As a result it has been the tendency of engineers to overdesign, often causing needless expenditure. The accumulation of reliable streamflow rec- ords over a relatively long period now permits satisfactory studies of flood probabilities in many regions. This report presents a method, based on actual flood data, for obtaining the magnitude and frequency of floods at any place in the watersheds of the Youghiogheny and Kiskiminetas River basins, an area comprising 3,651 sq mi in the upper Ohio River basin of western Pennsylvania and Maryland. The data contained in this report were com- piled and prepared for publication under a cooperative agreement on water resources investigations between the Pennsylvania Department of Forests and Waters, and the Water Re- sources Division, U. S. Geological Survey. J. W. Mangan directs the surface-water investigations in Pennsylvania for the U. S. Geological Survey. The data presented in this report were analyzed, and the text prepared, by the Pittsburgh suboffice, Max Noecker, engineer-in-charge, in collaboration with engineers of the Water Resources Division, U. S. Geological Survey, Washington, D. C.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir204","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1952, Floods in Youghiogheny and Kiskiminetas River basins, Pennsylvania and Maryland, frequency and magnitude: U.S. Geological Survey Circular 204, iii, 22 p. :ill., map ;27 cm., https://doi.org/10.3133/cir204.","productDescription":"iii, 22 p. :ill., map ;27 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":30965,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1952/0204/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118299,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1952/0204/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e20f1","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":528125,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3524,"text":"cir187 - 1952 - Evaluation of streamflow records in Rogue River basin, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"cir187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1952","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":"187","title":"Evaluation of streamflow records in Rogue River basin, Oregon","docAbstract":"This report presents data which are, in general, supplementary to those the surface-water investigations made in the past by the U. S. Geological Survey. Those have been essentially investigations of the operation of the many gaging stations on the Rogue River and tributaries. \r\n\r\nThe data presented were obtained from a detailed field investigation of the various #actors resulting from man-made structures that influence the quantity or regimen of the flow at the gaging stations. These factors include diversions from the stream, bypass channels carrying water around the gaging stations, return flow from irrigation or other projects, storage and release of flood waters, and other similar factors. Where feasible, the location, size, effect upon the streamflow periods of use, method of operation,, and similar information are. given. The information is divided into sections corresponding to areas determined by the location of gaging stations. An index of streamflow records is included. \r\n\r\nA section dealing with the adequacy of available water-resources data and containing location and period of record also is included. This information is given in general terms only, and is portrayed mainly by maps and graphs.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir187","usgsCitation":"Richardson, D., 1952, Evaluation of streamflow records in Rogue River basin, Oregon: U.S. Geological Survey Circular 187, iv, 48 p. :ill., maps (1 fold. in pocket) ;27 cm., https://doi.org/10.3133/cir187.","productDescription":"iv, 48 p. :ill., maps (1 fold. in pocket) ;27 cm.","costCenters":[],"links":[{"id":123009,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1952/0187/report-thumb.jpg"},{"id":30538,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/1952/0187/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30539,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1952/0187/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f887d","contributors":{"authors":[{"text":"Richardson, Donald","contributorId":68288,"corporation":false,"usgs":true,"family":"Richardson","given":"Donald","email":"","affiliations":[],"preferred":false,"id":147089,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}