1 / 42

Waller Creek Outlet CFD Modeling Results

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.

maddy
Download Presentation

Waller Creek Outlet CFD Modeling Results

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. 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.

  2. General View of the CFD Model General View ALDEN RESEARCH LABORATORY, INC.

  3. Plan View of the CFD Model ALDEN RESEARCH LABORATORY, INC.

  4. ALDEN RESEARCH LABORATORY, INC.

  5. Velocity Contours at Water Surface ALDEN RESEARCH LABORATORY, INC.

  6. Flow Patterns From the Tunnel Shaft to the Spillway ALDEN RESEARCH LABORATORY, INC.

  7. ALDEN RESEARCH LABORATORY, INC.

  8. ALDEN RESEARCH LABORATORY, INC.

  9. ALDEN RESEARCH LABORATORY, INC.

  10. ALDEN RESEARCH LABORATORY, INC.

  11. ALDEN RESEARCH LABORATORY, INC.

  12. ALDEN RESEARCH LABORATORY, INC.

  13. ALDEN RESEARCH LABORATORY, INC.

  14. ALDEN RESEARCH LABORATORY, INC.

  15. ALDEN RESEARCH LABORATORY, INC.

  16. ALDEN RESEARCH LABORATORY, INC.

  17. ALDEN RESEARCH LABORATORY, INC.

  18. Flow Impacts Caused by Stacked Rock at the Ends of the Spillway Crest ALDEN RESEARCH LABORATORY, INC.

  19. ALDEN RESEARCH LABORATORY, INC.

  20. ALDEN RESEARCH LABORATORY, INC.

  21. Velocity Profiles Along the Ogee Spillway Section ALDEN RESEARCH LABORATORY, INC.

  22. ALDEN RESEARCH LABORATORY, INC.

  23. ALDEN RESEARCH LABORATORY, INC.

  24. ALDEN RESEARCH LABORATORY, INC.

  25. Hydraulic Jump at the Toe of the Spillway Velocity and Froude Number ALDEN RESEARCH LABORATORY, INC.

  26. ALDEN RESEARCH LABORATORY, INC.

  27. ALDEN RESEARCH LABORATORY, INC.

  28. Scour Potential In the Exit Channel, both Concrete Apron and Riprap Section ALDEN RESEARCH LABORATORY, INC.

  29. ALDEN RESEARCH LABORATORY, INC.

  30. ALDEN RESEARCH LABORATORY, INC.

  31. ALDEN RESEARCH LABORATORY, INC.

  32. ALDEN RESEARCH LABORATORY, INC.

  33. ALDEN RESEARCH LABORATORY, INC.

  34. ALDEN RESEARCH LABORATORY, INC.

  35. ALDEN RESEARCH LABORATORY, INC.

  36. ALDEN RESEARCH LABORATORY, INC.

  37. ALDEN RESEARCH LABORATORY, INC.

  38. ALDEN RESEARCH LABORATORY, INC.

  39. Water Surface Elevations At Spillway Crest and Upstream ALDEN RESEARCH LABORATORY, INC.

  40. ALDEN RESEARCH LABORATORY, INC.

  41. Pressure Forces On the Pipe Riser and Water Intake Screen ALDEN RESEARCH LABORATORY, INC.

  42. Pressure Force on Pipe Riser and Water Intake ALDEN RESEARCH LABORATORY, INC.

More Related