Author: Bonneville Hydraulic Laboratory (U.S.)Publisher:
ISBN:
Category : Chief Joseph Dam (Wash.)
Languages : en
Pages : 96
Book Description
Spillway and Stilling Basin for Chief Joseph Dam, Columbia River, Washington
Author: Bonneville Hydraulic Laboratory (U.S.)Publisher:
ISBN:
Category : Chief Joseph Dam (Wash.)
Languages : en
Pages : 96
Book Description
Spillway and Stilling Basin for Chief Joseph Dam Columbia River, Washington, Hydraulic Model Investigation
Author: United States. Bonneville Power AdministrationPublisher:
ISBN:
Category : Chief Joseph Dam (Wash.)
Languages : en
Pages : 354
Book Description
Spillway and Stilling Basin for Chief Joseph Dam Columbia River, Washington. Hydraulic Model Investigation
Author: ARMY ENGINEER DIV NORTH PACIFIC BONNEVILLE OREG DIV OF HYDRAULIC LAB.Publisher:
ISBN:
Category :
Languages : en
Pages : 174
Book Description
Model investigations of the spillway and stilling basin for Chief Joseph Dam were conducted in a 1:33-scale sectional model to check the adequacy of the original design, verify the computed rating curve for the higher flows, and where possible, to effect revisions in design that would improve hydraulic performance or reduce construction costs.
Spillway Modifications for Chief Joseph Dam Columbia River, Washington. Hydraulic Model Investigation
Author: ARMY ENGINEER DIV NORTH PACIFIC BONNEVILLE OREG DIV HYDRAULIC LAB.Publisher:
ISBN:
Category :
Languages : en
Pages : 105
Book Description
Spillway modifications were required in plans to increase power production by raising the level of the forebay pool and adding generating units. Pool was to be raised 10 ft initially and later an additional 14 ft. Effect of heads on the crest 1.33 to 1.70 times the design head was studied initially in a 1:42.47-scale model of Lower Granite spillway. Pressures on the spillway were satisfactory with gated flows but indicated cavitation with free flow. Surging occurred in the bays during gated flow. Preliminary studies indicated surging could be controlled by modifications. A modified Chief Joseph spillway with the existing crest, 36-ft-wide bays, and higher gates was studied with heads as high as 1.65 times the design head in a 1:43.35-scale, 4-bay sectional model. In a 1:72-scale comprehensive model of the project, flow conditions with the modified spillway without a flow deflector were satisfactory. The spillway also functioned satisfactorily with a flow deflector when the spill was regulated to avoid surging in the stilling basin. If surging was permitted, high long-period waves along the powerhouse and on the south bank at Foster Creek. Existing riprap on the north bank of the tailrace was adequate with the high head flows.
Spillway Modifications for Chief Joseph Dam, Columbia River, Washington
Author: Publisher:
ISBN:
Category : Chief Joseph Dam (Wash.)
Languages : en
Pages : 106
Book Description
Prototype Spillway Crest Pressures, Chief Joseph Dam, Columbia River, Washington
Author: U.S. Army Engineer Waterways Experiment StationPublisher:
ISBN:
Category : Chief Joseph Dam (Wash.)
Languages : en
Pages : 118
Book Description
Spillway and Stilling Basin for McNary Dam, Columbia River, Oregon & Washington
Author: Bonneville Hydraulic Laboratory (U.S.)Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 140
Book Description
Chief Joseph Dam Columbia River, Washington, Hydraulic Model Investigation
Author: United States. Bonneville Power AdministrationPublisher:
ISBN:
Category : Chief Joseph Dam (Wash.)
Languages : en
Pages : 316
Book Description
List of Publications of the U.S. Army Engineer Waterways Experiment Station
Author: U.S. Army Engineer Waterways Experiment StationPublisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 430
Book Description
List of Publications of the U.S. Army Engineer Waterways Experiment Station
Author: Waterways Experiment Station (U.S.)Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 322
Book Description