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    Investigation on the Suitability of Two-Dimensional Depth-Averaged Models for Bend-Flow Simulation 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author(s): T. Y. Hsieh; J. C. Yang
    Publisher: American Society of Civil Engineers
    Abstract: A numerical experiment is carried out to study the suitability of two-dimensional (2D) depth-averaged modeling for bend-flow simulation, in which the geometry of the studied channel is rectangular. Two commonly used 2D ...
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    Closure to “Investigation on the Suitability of Two-Dimensional Depth-Averaged Models for Bend-Flow Simulation” by T. Y. Hsieh and J. C. Yang 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): T. Y. Hsieh; J. C. Yang
    Publisher: American Society of Civil Engineers
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    Optimal Design of a Pilot OTEC Power Plant in Taiwan 

    Source: Journal of Energy Resources Technology:;1991:;volume( 113 ):;issue: 004:;page 294
    Author(s): C. H. Tseng; J. C. Yang; K. Y. Kao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, an optimal design concept has been utilized to find the best designs for a complex and large-scale ocean thermal energy conversion (OTEC) plant. The OTEC power plant under this ...
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    Two-Dimensional Nonequilibrium Noncohesive and Cohesive Sediment Transport Model 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): M. C. Hung; T. Y. Hsieh; C. H. Wu; J. C. Yang
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to develop an unsteady 2D depth-averaged model for nonuniform sediment transport in alluvial channels. In this model, the orthogonal curvilinear coordinate system is adopted; the transport ...
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    Bend-Flow Simulation Using 2D Depth-Averaged Model 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): H. C. Lien; T. Y. Hsieh; J. C. Yang; K. C. Yeh
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to present a 2D depth-averaged model for simulating and examining flow patterns in channel bends. In particular, this paper proposes a 2D depth-averaged model that takes into account the influence ...
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