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    Discussion of “Adaptive Time Stepping–Operator Splitting Strategy to Couple Implicit Numerical Hydrodynamic and Water Quality Codes” by Gaurav Savant and R. C. Berger 

    Source: Journal of Environmental Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Kyeong Park; Jian Shen; Albert Y. Kuo
    Publisher: American Society of Civil Engineers
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    Model for Turbidity Plume Induced by Bucket Dredge 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Albert Y. Kuo; Donald F. Hayes
    Publisher: American Society of Civil Engineers
    Abstract: A model based on the analytical solution of an advective‐diffusion equation is developed to describe the turbidity plume induced by the operation of a bucket dredge. The model applies to the portion of the plume beyond the ...
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    Mass Conservative Transport Scheme for the Application of the ELCIRC Model to Water Quality Computation 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Chi-Fang Wang; Harry V. Wang; Albert Y. Kuo
    Publisher: American Society of Civil Engineers
    Abstract: An attempt was made to couple the water quality model of Danshuei River to the three-dimensional unstructured-grid hydrodynamic model [Eulerian–Lagrangian circulation model (ELCIRC)]. The Eulerian–Lagrangian scheme for the ...
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    Investigation of Long-Term Transport in Tanshui River Estuary, Taiwan 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): Wen-Cheng Liu; Ming-Hsi Hsu; Albert Y. Kuo
    Publisher: American Society of Civil Engineers
    Abstract: The net, long-term transport of materials in estuaries is governed primarily by the residual (or tidally averaged) circulation in the system. Knowledge of the residual circulation is essential for predicting the transport ...
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    Dredge Induced Turbidity Plume Model 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): Albert Y. Kuo; Christopher S. Welch; Robert J. Lukens
    Publisher: American Society of Civil Engineers
    Abstract: A model is developed to describe the turbidity plume induced by dredging a ship channel using an hydraulic dredge. The model predicts the suspended sediment concentration within the plume and the resulting sediment deposition ...
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    Procedure to Calibrate and Verify Numerical Models of Estuarine Hydrodynamics 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Ming-Hsi Hsu; Albert Y. Kuo; Jan-Tai Kuo; Wen-Cheng Liu
    Publisher: American Society of Civil Engineers
    Abstract: In most hydrodynamic models, friction and turbulent diffusion/dispersion coefficients are the important calibration parameters affecting the calculation of surface elevation, velocity and salinity distribution. This paper ...
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    Modeling Salt Water Intrusion in Tanshui River Estuarine System—Case-Study Contrasting Now and Then 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Wen-Cheng Liu; Ming-Hsi Hsu; Chi-Ray Wu; Chi-Fang Wang; Albert Y. Kuo
    Publisher: American Society of Civil Engineers
    Abstract: A vertical (laterally integrated) two-dimensional numerical model was applied to study the salt water intrusion in the Tanshui River estuarine system, Taiwan. The river system has experienced dramatic changes in the past ...
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