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    Optimal Design of Channel Having Horizontal Bottom and Parabolic Sides

    Source: Journal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author:
    Amlan Das
    DOI: 10.1061/(ASCE)0733-9437(2007)133:2(192)
    Publisher: American Society of Civil Engineers
    Abstract: The cost of open channels can be minimized by using (1) the optimal design concept; (2) a new geometric shape to substitute for the trapezoidal channels, and/or (3) a composite channel. The channels in which the roughness along the wetted perimeter become distinctly different from part to part of the perimeter are called composite channels. The feasibility of a new cross-sectional shape that has a horizontal bed and two parabolic sides and lined as a composite channel is investigated to substitute for the trapezoidal cross section. The optimal design concept is used to establish the efficacy of the proposed new cross-sectional shape, because it gives the best and unique design of open channels. In optimal design concept, the geometric dimensions of a channel cross section are determined in a manner to minimize the total construction costs. The constraints are the given channel capacity and other imposed restrictions on geometric dimensions. The Lagrange multiplier technique is used to solve the resulting channel optimization models. The developed optimization models are applied to design the proposed and trapezoidal channels to convey a given design flow considering various design scenarios which include unrestricted, flow depth constrained, side slopes constrained, and top width constrained design. Each of these design scenarios again takes into account fixed freeboard, and depth-dependent freeboard cases of design. An analysis of the optimization results establishes the cost-saving capability of the proposed cross-sectional shape in comparison to a trapezoidal cross section.
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      Optimal Design of Channel Having Horizontal Bottom and Parabolic Sides

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    contributor authorAmlan Das
    date accessioned2017-05-08T20:49:51Z
    date available2017-05-08T20:49:51Z
    date copyrightApril 2007
    date issued2007
    identifier other%28asce%290733-9437%282007%29133%3A2%28192%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28527
    description abstractThe cost of open channels can be minimized by using (1) the optimal design concept; (2) a new geometric shape to substitute for the trapezoidal channels, and/or (3) a composite channel. The channels in which the roughness along the wetted perimeter become distinctly different from part to part of the perimeter are called composite channels. The feasibility of a new cross-sectional shape that has a horizontal bed and two parabolic sides and lined as a composite channel is investigated to substitute for the trapezoidal cross section. The optimal design concept is used to establish the efficacy of the proposed new cross-sectional shape, because it gives the best and unique design of open channels. In optimal design concept, the geometric dimensions of a channel cross section are determined in a manner to minimize the total construction costs. The constraints are the given channel capacity and other imposed restrictions on geometric dimensions. The Lagrange multiplier technique is used to solve the resulting channel optimization models. The developed optimization models are applied to design the proposed and trapezoidal channels to convey a given design flow considering various design scenarios which include unrestricted, flow depth constrained, side slopes constrained, and top width constrained design. Each of these design scenarios again takes into account fixed freeboard, and depth-dependent freeboard cases of design. An analysis of the optimization results establishes the cost-saving capability of the proposed cross-sectional shape in comparison to a trapezoidal cross section.
    publisherAmerican Society of Civil Engineers
    titleOptimal Design of Channel Having Horizontal Bottom and Parabolic Sides
    typeJournal Paper
    journal volume133
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2007)133:2(192)
    treeJournal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 002
    contenttypeFulltext
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