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    Velocity Distribution Coefficients for Grass‐Lined Channels 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Darrel M. Temple
    Publisher: American Society of Civil Engineers
    Abstract: Relations are developed for use in estimating the momentum and energy coefficients of flow over submerged grass channel linings. The proposed relations have their basis in Prandtl's mixing length approach to momentum ...
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    Closure to “<i>Velocity Distribution Coefficients for Grass‐Lined Channels</i>” by Darrel M. Temple (March, 1986, Vol. 112, No. 3) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Darrel M. Temple
    Publisher: American Society of Civil Engineers
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    Impact of Converging Chute Walls for Roller Compacted Concrete Stepped Spillways1 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Sherry L. Hunt; Kem C. Kadavy; Steven R. Abt; Darrel M. Temple
    Publisher: American Society of Civil Engineers
    Abstract: A study utilizing a three-dimensional, 1:22 scale, physical model was conducted to evaluate the flow characteristics in the spillway with varying training wall convergence angles. The wall height required to contain the ...
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    Converging Stepped Spillways: Simplified Momentum Analysis Approach 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 009
    Author(s): Sherry L. Hunt; Darrel M. Temple; Steven R. Abt; Kem C. Kadavy; Greg Hanson
    Publisher: American Society of Civil Engineers
    Abstract: Roller compacted concrete (RCC) stepped spillways are growing in popularity for providing overtopping protection for aging watershed dams with inadequate auxiliary spillway capacity and for the construction of new dams. ...
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