Navigation Channel Improvement, Columbia River, Oregon and Washington
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Page : pages
File Size : 42,56 MB
Release : 1984
Category : Columbia River
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Author :
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Page : pages
File Size : 42,56 MB
Release : 1984
Category : Columbia River
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Author :
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Page : 138 pages
File Size : 14,63 MB
Release : 1984
Category : Channels (Hydraulic engineering)
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Page : 220 pages
File Size : 29,17 MB
Release : 1984
Category : Channels (Hydraulic engineering).
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Author : United States. Army. Corps of Engineers. North Pacific Division
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Page : pages
File Size : 15,62 MB
Release : 1984
Category : Environmental impact statements
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Page : 610 pages
File Size : 34,86 MB
Release : 1999
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Author : United States. Army. Corps of Engineers. Portland District
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Page : pages
File Size : 40,34 MB
Release : 1984
Category : Dredging
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Page : 370 pages
File Size : 50,92 MB
Release : 1983
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Author : ARMY ENGINEER DIV NORTH PACIFIC BONNEVILLE OREG DIV OF HYDRAULIC LAB.
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Page : 183 pages
File Size : 28,96 MB
Release : 1966
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An undistorted 130-scale hydraulic model was used to develop a plan for reducing hazardous conditions that affected upstream-bound river traffic in a 4-mile reach of the Columbia River just below Bonneville Dam. Before 1959, when the study was made, river traffic past Bonneville Dam consisted principally of tug-propelled log rafts and barges, but it was expected that upstream industrial development and completion of the authorized 27-ft-deep navigation channel from Vancouver, Washington to The Dalles, Oregon, would encourage use of the navigation lock by deep-draft vessels. (Modified author abstract).
Author : United States. Army. Corps of Engineers. Portland District
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Page : 474 pages
File Size : 39,94 MB
Release : 1983
Category : Channels (Hydraulic engineering)
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Author : ARMY ENGINEER DIV NORTH PACIFIC BONNEVILLE OR DIV HYDRAULIC LAB.
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Page : 126 pages
File Size : 43,40 MB
Release : 1984
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A distorted scale (1:100 V, 1:300 H) movable-bed hydraulic model was used to evaluate 5 separate channel improvement designs in the Columbia River navigation channel between River Mile's 53 to 65. Descriptions of the tests and data relative to resulting channel scour and fill conditions are presented in the report.