Conventional Concrete for Dam Overtopping Protection

More documents

Recommendations

Info

Differential Settlement• Less likely if placed onan existing damembankment that hasalready settled anddeformed, than for anewly constructed dam• Excessive settlementcan fail waterstops andreinforcement at joints
Delamination ThreatDeer Creek Dam, UT
Page 2 and 3: Conventional Concrete Systems• Co
Page 4 and 5: Box Culvert Spillways on DamsMeeks
Page 6 and 7: Uplift Pressures on Slab• Uplift
Page 8 and 9: Uplift Pressure EstimatesMean uplif
Page 12 and 13: Big Sandy Dam, WYFrost Heave
Page 14 and 15: Defensive Design Measures• Waters
Page 16 and 17: Uplift Pressure Failure Sequence►
Page 18 and 19: Case History - ConcreteOvertopping
Page 20 and 21: A. R. Bowman Dam
Page 22 and 23: Overtopping Protection Systems• T
Page 24 and 25: CRCS Overtopping Protection• Rein
Page 26 and 27: CRCS Downstream Toe Detail
Page 28 and 29: CRCS Hydraulic Model Study
Page 30 and 31: CRCS Water Surface Profiles
Page 32 and 33: Structural Design for CRCS• Conti
Page 34: Questions?

Conventional Concrete for Dam Overtopping Protection

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?