Author: Richard L. Johnson
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 98
Book Description
Spillway and Stilling Basin, Lower Monumental Dam, Snake River, Washington
Author: Richard L. Johnson
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 98
Book Description
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 98
Book Description
Spillway and Stilling Basin Lower Monumental Dam Snake River, Washington: Hydraulic Model Investigation
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 71
Book Description
A 3-bay-wide section of upstream approach, spillway and stilling basin, and exit channel were reproduced in a 1:42.47-scale hydraulic model. Flow conditions adjacent to the spillway were also observed in a 1:100-scale general model. The model tests indicated that capacity of the spillway would be slightly less than computed because of losses at the abutments. Pressures on the crest and piers were above the range of cavitation for all discharges and methods of spillway operation. The original stilling basin would not contain the hydraulic jump at the spillway design flow of 850,000 cfs. Additional excavation in the exit channel, or erosion of the river bed to elev 392, provided the desired capacity for the stilling basin. Minimum excavation requirements and optimum heights of vertical and sloping end sills were determined. (Modified author abstract).
Publisher:
ISBN:
Category :
Languages : en
Pages : 71
Book Description
A 3-bay-wide section of upstream approach, spillway and stilling basin, and exit channel were reproduced in a 1:42.47-scale hydraulic model. Flow conditions adjacent to the spillway were also observed in a 1:100-scale general model. The model tests indicated that capacity of the spillway would be slightly less than computed because of losses at the abutments. Pressures on the crest and piers were above the range of cavitation for all discharges and methods of spillway operation. The original stilling basin would not contain the hydraulic jump at the spillway design flow of 850,000 cfs. Additional excavation in the exit channel, or erosion of the river bed to elev 392, provided the desired capacity for the stilling basin. Minimum excavation requirements and optimum heights of vertical and sloping end sills were determined. (Modified author abstract).
Lower Monumental Lock and Dam Spillway Stilling Basin Inspeciton
Lower Monumental Lock and Dam, Snake River, Washington
Spillway for Little Goose Dam, Snake River, Washington
Author: Richard L. Johnson
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 132
Book Description
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 132
Book Description
Lower Monumental Design Memorandum No.10, Supplement No.1
Author: Walla Walla District Corps of Engineers
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Lower Monumental Lock and Dam Spillway Stilling Basin Inspection 1992, Dam Safety Assurance Program
Author: Walla Walla District Corps of Engineers
Publisher:
ISBN:
Category :
Languages : en
Pages : 10
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 10
Book Description
Lower Monumental Dam, Snake River, Washington
Author: Alvin J. Chanda
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 182
Book Description
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 182
Book Description
Little Goose Dam, Snake River, Washington
Author: Richard L. Johnson
Publisher:
ISBN:
Category : Fishways
Languages : en
Pages : 160
Book Description
Publisher:
ISBN:
Category : Fishways
Languages : en
Pages : 160
Book Description