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    Estimated Splash and Training Wall Height Requirements for Stepped Chutes Applied to Embankment Dams 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 011
    Author(s): Sherry L. Hunt; Kem C. Kadavy
    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 ...
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    Inception Point for Embankment Dam Stepped Spillways 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001
    Author(s): Sherry L. Hunt; Kem C. Kadavy
    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, ...
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    Closure to “Inception Point Relationship for Flat-Sloped Stepped Spillways” by Sherry L. Hunt and Kem C. Kadavy 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 011
    Author(s): Sherry L. Hunt; Kem C. Kadavy
    Publisher: American Society of Civil Engineers
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    Inception Point Relationship for Flat-Sloped Stepped Spillways 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author(s): Sherry L. Hunt; Kem C. Kadavy
    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 ...
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    Discussion of “Aeration, Flow Instabilities, and Residual Energy on Pooled Stepped Spillways of Embankment Dams” by Stefan Felder and Hubert Chanson 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author(s): Sherry L. Hunt; Kem C. Kadavy
    Publisher: American Society of Civil Engineers
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    Protection Against Scour at SAF Stilling Basins 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Charles E. Rice; Kem C. Kadavy
    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 ...
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    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) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): Charles E. Rice; Kem C. Kadavy
    Publisher: American Society of Civil Engineers
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    HGL Elevation at Pipe Exit of USBR Type VI Impact Basin 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Charles E. Rice; Kem C. Kadavy
    Publisher: American Society of Civil Engineers
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    Model Study of a Roller Compacted Concrete Stepped Spillway 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Charles E. Rice; Kem C. Kadavy
    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 ...
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    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) 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Charles E. Rice; Kem C. Kadavy
    Publisher: American Society of Civil Engineers
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