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    2‐D Depth‐Averaged Flow Computation near Groyne 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Tawatchai Tingsanchali; Selvaratnam Maheswaran
    Publisher: American Society of Civil Engineers
    Abstract: The depth‐averaged velocity and bottom shear stress distributions in a rectangular channel near a groyne are computed by using a 2‐D depth averaged model. The model uses a hybrid finite difference scheme and an iterative ...
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    Stochastic Dynamic Programming with Risk Consideration for Transbasin Diversion System 

    Source: Journal of Water Resources Planning and Management:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Tawatchai Tingsanchali; Thana Boonyasirikul
    Publisher: American Society of Civil Engineers
    Abstract: An optimization procedure called SDPR that includes dynamic programming, stochastic dynamic programming (SDP), simulation, and trial and error adjustment of risk coefficient is developed and applied to determine the optimal ...
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    Analytical Diffusion Model for Flood Routing 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): Tawatchai Tingsanchali; Shyam K. Manandhar
    Publisher: American Society of Civil Engineers
    Abstract: An analytical diffusion model for flood routing which can take into account backwater effect and lateral flows has been developed. The model is applied to route the floods in a hypothetical rectangular channel with different ...
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    Optimum Diversion Plan for Hydropower Scheme 

    Source: Journal of Water Resources Planning and Management:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Tawatchai Tingsanchali; Carlos C. Carriaga
    Publisher: American Society of Civil Engineers
    Abstract: An overall study has been made to develop an optimum water resources utilization plan in the Cho Shui River Basin in Taiwan, the Republic of China (ROC). This paper represents a part of this overall study. It focuses on ...
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    Closure to “<i>Optimum Diversion Plan for Hydropower Scheme</i>” by Tawatchai Tingsanchli and Carlos C. Carriaga (March, 1989, Vol. 115, No. 2) 

    Source: Journal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Tawatchai Tingsanchali; Carlos C. Carriaga
    Publisher: American Society of Civil Engineers
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    Stability Analysis of Two‐Dimensional Depth‐Averaged Model 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 009
    Author(s): Tawatchai Tingsanchali; Suphat Vongvisessomaji; Guan‐Jiun Hwang
    Publisher: American Society of Civil Engineers
    Abstract: An analysis of numerical stability of a two‐dimensional depth‐averaged hydrodynamic model is made by examining the linearized finite difference governing equations based on Fourier analysis. The eigenvalues of the amplification ...
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