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Hydraulic Model Study of Buffalo Bill Dam and Spillway Rehabilitation
A new, increased inflow design flood and increased power generation requirements for 75-year-old Buffalo Bill Dam promoted modifications to the existing dam, spillway, and powerplant. A hydraulic model study investigated the proposed designs for the spillway and dam rehabilitation. The spillway approach channel configuration was determined and gate opening discharge curves were developed for 20.5- by 28-foot top-seal radial gates operating under a maximum head of 115 feet. The spillways tunnel geometry was changed to a modified horseshoe shape and realigned to reduce the potential for erosion in the riverbed downstream. A broad crest shape was developed for passing discharge over the top of the dam.
Hydraulic Model Study of Buffalo Bill Dam and Spillway Rehabilitation
A new, increased inflow design flood and increased power generation requirements for 75-year-old Buffalo Bill Dam promoted modifications to the existing dam, spillway, and powerplant. A hydraulic model study investigated the proposed designs for the spillway and dam rehabilitation. The spillway approach channel configuration was determined and gate opening discharge curves were developed for 20.5- by 28-foot top-seal radial gates operating under a maximum head of 115 feet. The spillways tunnel geometry was changed to a modified horseshoe shape and realigned to reduce the potential for erosion in the riverbed downstream. A broad crest shape was developed for passing discharge over the top of the dam.
Hydraulic Model Study of Buffalo Bill Dam and Spillway Rehabilitation
K. L. Houston (author)
1987
56 pages
Report
No indication
English
Civil Engineering , Hydraulic models , Dams , Spillways , Rehabilitation , Power plants , Design , Discharge(Water) , Rivers , Power generation , Erosion , Modifications , Channels(Waterways) , High pressure gates , Tunnels , Investigations , Concrete slabs , Wyoming , Flood control , Buffalo Bill Dam and Spillway , Cody(Wyoming)
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