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    Water and Sediment Routing Through Curved Channels 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model for water and sediment routing through curved alluvial channels is developed and applied in a case study. This model, which is for alluvial streams with nonerodible banks, may be employed to simulate ...
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    Closure to “<i>Analysis of River Meanders</i>” by Howard H. Chang (January, 1984) 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
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    River Channel Changes: Adjustments of Equilibrium 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
    Abstract: A method for predicting river channel's adjustments of equilibrium is presented and illustrated by examples. This method is based upon the quantitative relationships among the variables of water discharge, bed‐material ...
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    Closure to “<i>Regular Meander Path Model</i>” by Howard H. Chang (October, 1984, Vol. 110, No. 10) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Modeling of River Channel Changes</i>” by Howard H. Chang (February, 1984, Vol. 110, No. 2) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
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    River Morphology and Thresholds 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
    Abstract: The regime geometry and channel patterns of alluvial rivers are analyzed Wing an energy approach together with physical relationships of flow continuity, flow resistance, and sediment transport. Because of the discontinuity ...
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    Modeling of River Channel Changes 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
    Abstract: A computer‐based flood‐ and sediment‐routing model which simulates river channel changes is described together with its application in the case study of a disturbed river. Simulated results of this study are supported by ...
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    Closure to “<i>Energy Expenditure in Curved Open Channels</i>” by Howard H. Chang (July, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
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    Energy Expenditure in Curved Open Channels 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes linear partitioning of energy expenditure in curved open channels. An analytical method which predicts energy losses due to longitudinal resistance and transverse circulation is presented; predicted ...
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    Regular Meander Path Model 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Howard H. Chang
    Publisher: American Society of Civil Engineers
    Abstract: River flow in a meandering channel is characterized by the growth and decay of the transverse circulation which reaches a maximum near the apex and reverses its direction near the crossover. Based upon the mechanics of ...
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