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    Flooding Probability Constrained Optimal Design of Trapezoidal Channels

    Source: Journal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author:
    Amlan Das
    DOI: 10.1061/(ASCE)0733-9437(2007)133:1(53)
    Publisher: American Society of Civil Engineers
    Abstract: Trapezoidal open channels are designed for specified slope, specific lining materials, and for a specified design flow. These input design parameters are prone to uncertainties. The freeboard is used to confine the flow within the limits of the channel cross section and to accommodate the uncertainty effects. Because of the size of uncertainty, the flow can overtop the freeboard with a “flooding probability.” To design an optimum channel cross section for safety against overtopping, the flooding probability constrained optimum channel design concept is introduced. An optimization model was developed which has two objective functions of minimizing the total cost of the channel and minimizing the flooding probabilities subject to uniform flow equation as constraint. The constraint method of multiobjective optimization is used in which the objective of minimizing the flooding probability is converted to a constraint, and the resulting single objective optimization problem is solved. The flooding probability constraint is developed by using the first order analysis. The final single objective optimization model is highly nonlinear and requires the use of the projected augmented Lagrangian technique. The optimization model is applied for two cases, namely, channels having composite roughness and channels having uniform roughness. The solution results of the analysis established the potential of the model.
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      Flooding Probability Constrained Optimal Design of Trapezoidal Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28512
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    contributor authorAmlan Das
    date accessioned2017-05-08T20:49:50Z
    date available2017-05-08T20:49:50Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%290733-9437%282007%29133%3A1%2853%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28512
    description abstractTrapezoidal open channels are designed for specified slope, specific lining materials, and for a specified design flow. These input design parameters are prone to uncertainties. The freeboard is used to confine the flow within the limits of the channel cross section and to accommodate the uncertainty effects. Because of the size of uncertainty, the flow can overtop the freeboard with a “flooding probability.” To design an optimum channel cross section for safety against overtopping, the flooding probability constrained optimum channel design concept is introduced. An optimization model was developed which has two objective functions of minimizing the total cost of the channel and minimizing the flooding probabilities subject to uniform flow equation as constraint. The constraint method of multiobjective optimization is used in which the objective of minimizing the flooding probability is converted to a constraint, and the resulting single objective optimization problem is solved. The flooding probability constraint is developed by using the first order analysis. The final single objective optimization model is highly nonlinear and requires the use of the projected augmented Lagrangian technique. The optimization model is applied for two cases, namely, channels having composite roughness and channels having uniform roughness. The solution results of the analysis established the potential of the model.
    publisherAmerican Society of Civil Engineers
    titleFlooding Probability Constrained Optimal Design of Trapezoidal Channels
    typeJournal Paper
    journal volume133
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2007)133:1(53)
    treeJournal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 001
    contenttypeFulltext
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