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    Discussion of “Kinematic Wave Model of Urban Pavement Rainfall-Runoff Subject to Traffic Loadings” by Chad M. Cristina and John J. Sansalone 

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Physically Based Flood Features and Frequencies</i>” by Hsieh Wen Shen, Gregory John Koch, and Jayantha T. B. Obeysekera (April, 1990, Vol. 116, No. 4) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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    Discussion of “Predicting River Travel Time from Hydraulic Characteristics” by Harvey E. Jobson 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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    Discussion of “Uniform and Critical Flow Computations” by Ramappa G. Patil, J. S. R. Murthy, and L. K. Ghosh 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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    Discussion of “Short‐Duration‐Rainfall Intensity Equations for Drainage Design” by David C. Froehlich 

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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    Influence of Loss Model on Design Discharge of Homogeneous Plane 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
    Abstract: By applying the kinematic wave method to a homogeneous, rectangular overland plane, the influence of the constant and proportional-loss models on the design discharge are examined. The examination shows that with the use ...
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    Time of Concentration and Peak Discharge Formulas for Planes in Series 

    Source: Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
    Abstract: Based on the kinematic-wave equations, a time of concentration formula for overland flow over a series of planes is derived. The formula is applicable to a cascade of planes, to planes of different roughnesses, to planes ...
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    Call for Awakenings in Storm Drainage Design 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 001
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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    Generalized Formula for Time of Travel in Rectangular Channel 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 006
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
    Abstract: Time of travel in channel is an important parameter in drainage design. By means of the kinematic wave theory, it is possible to obtain an analytical time of travel formula for certain idealized channel conditions. Hitherto, ...
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    Discussion of “Extension of TR-55 for Microwatersheds” by Richard H. McCuen and Olu Okunola 

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 001
    Author(s): Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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