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Estimated Splash and Training Wall Height Requirements for Stepped Chutes Applied to Embankment Dams
Publisher: American Society of Civil Engineers
Abstract: Aging embankment dams are commonly plagued with insufficient spillway capacity. To provide increased spillway capacity, stepped chutes are frequently applied as an overtopping protection system for embankment dams. Stepped ...
Inception Point for Embankment Dam Stepped Spillways
Publisher: American Society of Civil Engineers
Abstract: Retrofitting embankment dams with stepped spillways has become a common design practice, particularly for those dams that change hazard classification from low to high. For embankment dams retrofitted with stepped spillways, ...
Closure to “Inception Point Relationship for Flat-Sloped Stepped Spillways” by Sherry L. Hunt and Kem C. Kadavy
Publisher: American Society of Civil Engineers
Inception Point Relationship for Flat-Sloped Stepped Spillways
Publisher: American Society of Civil Engineers
Abstract: A two-dimensional, physical model was constructed to evaluate the air entrainment inception point location in a 4(H):1(V) stepped spillway. Step heights of 38, 76, and 152 mm were evaluated. The physical model was constructed ...
Discussion of “Aeration, Flow Instabilities, and Residual Energy on Pooled Stepped Spillways of Embankment Dams” by Stefan Felder and Hubert Chanson
Publisher: American Society of Civil Engineers
Protection Against Scour at SAF Stilling Basins
Publisher: American Society of Civil Engineers
Abstract: Severe scour may occur downstream of SAF stilling basins and some type of protection may be required to ensure the integrity of the structure. Tests were conductred using physical models to determine the minimum size and ...
Closure to “<i>HGL Elevation at Pipe Exit of USBR Type VI Impact Basin</i>” by Charles E. Rice and Kem C. Kadavy (July, 1991, Vol. 117, No. 7)
Publisher: American Society of Civil Engineers
HGL Elevation at Pipe Exit of USBR Type VI Impact Basin
Publisher: American Society of Civil Engineers
Model Study of a Roller Compacted Concrete Stepped Spillway
Publisher: American Society of Civil Engineers
Abstract: Studies were conducted with a two-dimensional 1:20 scale model of a roller compacted concrete stepped spillway to evaluate the flow transition from the level spillway crest to the sloping steps, the energy dissipation of ...
Closure to “<i>Protection against Scour at SAF Stilling Basins</i>” by Charles E. Rice and Kem C. Kadavy (January, 1993, Vol. 119, No. 1)
Publisher: American Society of Civil Engineers
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