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    Channel Design and Flow Operation Without Choke 

    Source: Journal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Shie‐Yui Liong
    Publisher: American Society of Civil Engineers
    Abstract: Using one dimensional flow analysis, curves are calculated for designing channel transitions so as to avoid choke. The prevention of choke is achieved by insuring that the flow in the channel below the imposed transition ...
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    Superior Exploration–Exploitation Balance in Shuffled Complex Evolution 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Nitin Muttil; Shie-Yui Liong
    Publisher: American Society of Civil Engineers
    Abstract: Numerous applications within water resources require a robust and efficient optimization algorithm. Given that these applications involve multimodal nonconvex and discontinuous search spaces, evolutionary algorithms ...
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    Discussion of “<i>Normalized Graphs of Border‐Irrigation Performance</i>” by Theodor Strelkoff and Muhammad Rashid Shatanawi (December, 1984, Vol. 110, No. 4) 

    Source: Journal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Shie‐Yui Liong; S. Selvalirlgam
    Publisher: American Society of Civil Engineers
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    Calibration Strategy for Urban Catchment Parameters 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): Yaacob Ibrahim; Shie‐Yui Liong
    Publisher: American Society of Civil Engineers
    Abstract: A simple and methodical strategy is presented for estimating the parameters of a catchment. The method makes use of rainfall‐runoff records to construct response surfaces of the peak flow in terms of eight calibration ...
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    Estimation of Peak Flow and Runoff Volume with Response Surface Method 

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Shie‐Yui Liong; Yaacob Ibrahim
    Publisher: American Society of Civil Engineers
    Abstract: The probabilistic‐based calibration strategy developed in this paper was briefly reviewed and applied to derive the optimum values of eight calibration parameters. Three optimum sets are obtained: estimations of peak flow, ...
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    Alternative Decision Making in Water Distribution Network with NSGA-II 

    Source: Journal of Water Resources Planning and Management:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Md. Atiquzzaman; Shie-Yui Liong; Xinying Yu
    Publisher: American Society of Civil Engineers
    Abstract: Cost of effective design or rehabilitation of the pipe networks depends largely on the available budget and satisfying pressures expected at the demand nodes. With the available market pipe sizes, one or more solutions of ...
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    Closure to “Alternate Decision Making in Water Distribution Network with NSGA-II” by Md. Atiquzzaman, Shie-Yui Liong, and Xinying Yu 

    Source: Journal of Water Resources Planning and Management:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Md. Atiquzzaman; Shie-Yui Liong; Xinying Yu
    Publisher: American Society of Civil Engineers
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    River Stage Forecasting in Bangladesh: Neural Network Approach 

    Source: Journal of Computing in Civil Engineering:;2000:;Volume ( 014 ):;issue: 001
    Author(s): Shie-Yui Liong; Wee-Han Lim; Guna N. Paudyal
    Publisher: American Society of Civil Engineers
    Abstract: A relatively new approach, artificial neural network, was demonstrated in this study to be a highly suitable flow prediction tool yielding a very high degree of water-level prediction accuracy at Dhaka, Bangladesh, even ...
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    Derivation of Pareto Front with Genetic Algorithm and Neural Network 

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 001
    Author(s): Shie-Yui Liong; Soon-Thiam Khu; Weng-Tat Chan
    Publisher: American Society of Civil Engineers
    Abstract: It is common knowledge that the optimal values of the calibrated parameters of a rainfall-runoff model for one model response may not be the optimal values for another model response. Thus, it is highly desirable to derive ...
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    Catchment Calibration Using Fractional-Factorial and Central-Composite-Designs-Based Response Surface 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Shie-Yui Liong; Jaya ShreeRam; Yaacob Ibrahim
    Publisher: American Society of Civil Engineers
    Abstract: A new catchment calibration approach based on the fractional-factorial and central-composite designs (FFD-CCD) is presented in this paper. The proposed method requires fewer simulations (almost 75% less) than the approach ...
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