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    Time of Concentration Formula for Sheet Flow of Varying Flow Regime 

    Source: Journal of Hydrologic Engineering:;1997:;Volume ( 002 ):;issue: 003
    Author(s): Tommy S. W. Wong; Charng-Ning Chen
    Publisher: American Society of Civil Engineers
    Abstract: For an overland plane with rainfall as the lateral inflow, the flow regime is complicated by the varying flow depth and velocity along the plane. The flow regime becomes variable. For a plane that is sufficiently long, ...
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    Conversion of Unit Hydrographs by Complementary Hydrograph Method 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 006
    Author(s): Charng Ning Chen; Chu Yang Tang
    Publisher: American Society of Civil Engineers
    Abstract: A method to convert a known unit hydrograph to unit hydrographs of different durations, as an alternative to the S-Hydrograph method, is introduced. The method—called the Complementary Hydrograph method—involves a process ...
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    Critical Rainfall Duration for Maximum Discharge from Overland Plane 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Charng‐Ning Chen; Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
    Abstract: By applying the kinematic wave method to the analysis of overland flow through a rectangular plane, a functional relationship between the critical rainfall duration associated with the maximum peak discharge, and the ...
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    Erratum: 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): Charng‐Ning Chen; Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Critical Rainfall Duration for Maximum Discharge from Overland Plane</i>” by Charng‐Ning Chen and Tommy S. W. Wong (September, 1993, Vol. 119, No. 9) 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): Charng‐Ning Chen; Tommy S. W. Wong
    Publisher: American Society of Civil Engineers
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