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    Discussion of “<i>Two‐Dimensional Dispersion from Strip Sources</i>” by Vedat Batu (June, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Hung Tao Shen
    Publisher: American Society of Civil Engineers
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    Research on River Ice Processes: Progress and Missing Links 

    Source: Journal of Cold Regions Engineering:;2003:;Volume ( 017 ):;issue: 004
    Author(s): Hung Tao Shen
    Publisher: American Society of Civil Engineers
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    Editorial 

    Source: Journal of Cold Regions Engineering:;2000:;Volume ( 014 ):;issue: 002
    Author(s): Huiding Wu; Hung Tao Shen
    Publisher: American Society of Civil Engineers
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    Lagrangian Simulation of One-Dimensional Dam-Break Flow 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): Zhilian Wang; Hung Tao Shen
    Publisher: American Society of Civil Engineers
    Abstract: The note demonstrates the application of a pure Lagrangian numerical method to dam-break flows by solving the St. Venant equations. The method is developed based on the smoothed particle hydrodynamics. It is easy to apply ...
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    Simulation of Growth and Decay of River Ice Cover 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): Hung Tao Shen; Li‐Ann Chiang
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model for simulating thermal‐ice conditions in a natural river is developed with emphasis on its application to the growth and decay of the ice cover. The model treats the river as a coupled air‐ice‐water‐bed ...
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    Unsteady Flow Simulation for an Ice‐Covered River 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author(s): Poojitha D. Yapa; Hung Tao Shen
    Publisher: American Society of Civil Engineers
    Abstract: An unsteady flow model for ice‐covered rivers is developed and applied to the upper St. Lawrence River. The model is capable of providing continuous simulation of flow and ice conditions in an ice‐covered river that consists ...
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    Hydraulic Resistance of Flow in Channels with Cylindrical Roughness 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Brian M. Stone; Hung Tao Shen
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory study on the hydraulics of flow in an open channel with circular cylindrical roughness is presented. The laboratory study consists of an extensive set of flume experiments for flows with emergent and submerged ...
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    Oil Slick Transport in Rivers 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): Hung Tao Shen; Poojitha D. Yapa
    Publisher: American Society of Civil Engineers
    Abstract: A computer model for oil slick transformation in rivers is developed and applied to simulate the fate of oil spills in the connecting channels of the upper Great Lakes. In this model, the transport of the surface oil slick ...
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    Modeling Ice Passage at Navigation Locks 

    Source: Journal of Cold Regions Engineering:;2004:;Volume ( 018 ):;issue: 003
    Author(s): Andrew Tuthill; Lianwu Liu; Hung Tao Shen
    Publisher: American Society of Civil Engineers
    Abstract: Physical and numerical models were used to assess ice passage at navigation locks, focusing on key factors such as the design of the lock filling and emptying system and the intakes to the lock filling culverts. Unconventional ...
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    Hydraulic Analysis for Ice‐Covered Channel Networks 

    Source: Journal of Cold Regions Engineering:;1987:;Volume ( 001 ):;issue: 003
    Author(s): Gary C. Pasquarell; Hung Tao Shen
    Publisher: American Society of Civil Engineers
    Abstract: A computational method is developed for analyzing the hydraulics in a channel network with ice cover under steady‐state conditions. The formulation permits computations for networks in which both ice‐covered and free‐surface ...
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