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    Effect of Channel Shape on Time of Travel and Equilibrium Detention Storage in Channel

    Source: Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 003
    Author:
    Tommy S. Wong
    DOI: 10.1061/(ASCE)1084-0699(2008)13:3(189)
    Publisher: American Society of Civil Engineers
    Abstract: For a catchment comprising a network of open channels and overland planes, the time of travel and the equilibrium detention storage in the channels have profound effects on the runoff characteristics of the catchment. For channels with long time of travel and large detention storage, they produce smaller catchment outflow, and the converse is true. Intuitively, the shape of the channels must have an effect on both the time of travel and the detention storage. Hence, the channel shape can be used as a means to manage the runoff from a catchment. In this technical note, the effect of channel shape on the time of travel and the equilibrium detention storage has been compared for seven channel shapes. The channels are subject to a uniform lateral inflow and a constant upstream inflow. The seven channel shapes are (1) square; (2) wide rectangular; (3) deep rectangular; (4) triangular; (5) vertical curb; (6) parabolic; and (7) circular. The comparison shows that channels with long time of travel also have large equilibrium detention storage, and vice versa. It also shows that channel shape can cause a sixfold increase in the time of travel, and a fourfold increase in the detention storage. Of the seven channel shapes, the one that produces the longest time of travel and largest detention storage is the deep rectangular channel. Hence, the use of this channel produces smaller catchment outflow. The channel that produces the shortest time of travel and smallest detention storage is the parabolic channel with large flow depth. Hence, the use of this channel produces larger catchment outflow.
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      Effect of Channel Shape on Time of Travel and Equilibrium Detention Storage in Channel

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    contributor authorTommy S. Wong
    date accessioned2017-05-08T21:24:18Z
    date available2017-05-08T21:24:18Z
    date copyrightMarch 2008
    date issued2008
    identifier other%28asce%291084-0699%282008%2913%3A3%28189%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50164
    description abstractFor a catchment comprising a network of open channels and overland planes, the time of travel and the equilibrium detention storage in the channels have profound effects on the runoff characteristics of the catchment. For channels with long time of travel and large detention storage, they produce smaller catchment outflow, and the converse is true. Intuitively, the shape of the channels must have an effect on both the time of travel and the detention storage. Hence, the channel shape can be used as a means to manage the runoff from a catchment. In this technical note, the effect of channel shape on the time of travel and the equilibrium detention storage has been compared for seven channel shapes. The channels are subject to a uniform lateral inflow and a constant upstream inflow. The seven channel shapes are (1) square; (2) wide rectangular; (3) deep rectangular; (4) triangular; (5) vertical curb; (6) parabolic; and (7) circular. The comparison shows that channels with long time of travel also have large equilibrium detention storage, and vice versa. It also shows that channel shape can cause a sixfold increase in the time of travel, and a fourfold increase in the detention storage. Of the seven channel shapes, the one that produces the longest time of travel and largest detention storage is the deep rectangular channel. Hence, the use of this channel produces smaller catchment outflow. The channel that produces the shortest time of travel and smallest detention storage is the parabolic channel with large flow depth. Hence, the use of this channel produces larger catchment outflow.
    publisherAmerican Society of Civil Engineers
    titleEffect of Channel Shape on Time of Travel and Equilibrium Detention Storage in Channel
    typeJournal Paper
    journal volume13
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2008)13:3(189)
    treeJournal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 003
    contenttypeFulltext
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