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Waller Creek Outlet CFD Modeling Results. Connection #2 with 3’ High Spillway Flip Bucket 500-Year Flood (11,270 cfs ) Lady Bird Lake Inflow (3.5 ft/s) at El. 428 ft. General View of the CFD Model. General View. Plan View of the CFD Model. Velocity Contours at Water Surface. Flow Patterns.
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Waller Creek Outlet CFD Modeling Results Connection #2 with 3’ High Spillway Flip Bucket 500-Year Flood (11,270 cfs) Lady Bird Lake Inflow (3.5 ft/s) at El. 428 ft ALDEN RESEARCH LABORATORY, INC.
General View of the CFD Model General View ALDEN RESEARCH LABORATORY, INC.
Plan View of the CFD Model ALDEN RESEARCH LABORATORY, INC.
Velocity Contours at Water Surface ALDEN RESEARCH LABORATORY, INC.
Flow Patterns From the Tunnel Shaft to the Spillway ALDEN RESEARCH LABORATORY, INC.
Flow Impacts Caused by Stacked Rock at the Ends of the Spillway Crest ALDEN RESEARCH LABORATORY, INC.
Velocity Profiles Along the Ogee Spillway Section ALDEN RESEARCH LABORATORY, INC.
Hydraulic Jump at the Toe of the Spillway Velocity and Froude Number ALDEN RESEARCH LABORATORY, INC.
Scour Potential In the Exit Channel, both Concrete Apron and Riprap Section ALDEN RESEARCH LABORATORY, INC.
Water Surface Elevations At Spillway Crest and Upstream ALDEN RESEARCH LABORATORY, INC.
Pressure Forces On the Pipe Riser and Water Intake Screen ALDEN RESEARCH LABORATORY, INC.
Pressure Force on Pipe Riser and Water Intake ALDEN RESEARCH LABORATORY, INC.