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    Depth-Averaged Simulation of Supercritical Flow in Channel with Wavy Sidewall 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Thomas Molls; Gang Zhao
    Publisher: American Society of Civil Engineers
    Abstract: Supercritical flow in a channel with a wavy sidewall is numerically simulated by solving the two-dimensional (2D) depth-averaged equations using two different second-order accurate finite-difference schemes: ADI and MAC. ...
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    Space-Time Conservation Method Applied to Saint Venant Equations 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author(s): Thomas Molls; Frank Molls
    Publisher: American Society of Civil Engineers
    Abstract: A new numerical technique by Chang is described and used to solve the one-dimensional (1D) and two-dimensional (2D) Saint Venant equations. This new technique differs from traditional numerical methods (i.e., finite-difference, ...
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    Depth-Averaged Open-Channel Flow Model 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Thomas Molls; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: A general mathematical model is developed to solve unsteady, depth-averaged equations. The model uses boundary-fitted coordinates, includes effective stresses, and may be used to analyze sub- and supercritical flows. The ...
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    Friction Slope in Depth-Averaged Flow 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Thomas Molls; Gang Zhao; Frank Molls
    Publisher: American Society of Civil Engineers
    Abstract: Due to the manner in which the friction slope
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    Friction Slope in Depth-Averaged Flow 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): H. Afzalimehr; B. Lévesque; Thomas Molls; Gang Zhao; Frank Molls
    Publisher: American Society of Civil Engineers
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    Space-Time Conservation Method Applied to Saint Venant Equations 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): C. Zoppou; S. Roberts; Thomas Molls; d Frank Molls
    Publisher: American Society of Civil Engineers
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