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    Detention Storage over 2D Laboratory Watersheds at Concentration Time

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 009
    Author:
    Arie Ben-Zvi
    DOI: 10.1061/(ASCE)HE.1943-5584.0000558
    Publisher: American Society of Civil Engineers
    Abstract: Water balances, for two-dimensional (2D) laboratory experiments with long-duration rainfalls over planar aluminum surfaces, indicate that at time of concentration the detention storage comprises about 70% of the accumulating inflow. Under the applied experimental conditions, its spatially averaged depth is 1 to 6 mm. This depth increases with rainfall intensity and decreases with main watershed slope. The time of concentration is defined here from rainfall commencement until the outflow begins a gradual approach towards the equilibrium state. It was shown, in an earlier paper, that the ratio of peak runoff discharge to rate of supply attributable to rainfall of a shorter duration is linearly related to the ratio of rainfall duration to time of concentration. Such a relation led to the formulation of the 120-year-old Rational Formula, commonly used for hydrologic design of populous districts. The similarity between laboratory and field results allows considering the detention depths in the laboratory as fairly representing the depths over outdoor impervious surfaces.
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      Detention Storage over 2D Laboratory Watersheds at Concentration Time

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    contributor authorArie Ben-Zvi
    date accessioned2017-05-08T21:49:21Z
    date available2017-05-08T21:49:21Z
    date copyrightSeptember 2012
    date issued2012
    identifier other%28asce%29he%2E1943-5584%2E0000580.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63449
    description abstractWater balances, for two-dimensional (2D) laboratory experiments with long-duration rainfalls over planar aluminum surfaces, indicate that at time of concentration the detention storage comprises about 70% of the accumulating inflow. Under the applied experimental conditions, its spatially averaged depth is 1 to 6 mm. This depth increases with rainfall intensity and decreases with main watershed slope. The time of concentration is defined here from rainfall commencement until the outflow begins a gradual approach towards the equilibrium state. It was shown, in an earlier paper, that the ratio of peak runoff discharge to rate of supply attributable to rainfall of a shorter duration is linearly related to the ratio of rainfall duration to time of concentration. Such a relation led to the formulation of the 120-year-old Rational Formula, commonly used for hydrologic design of populous districts. The similarity between laboratory and field results allows considering the detention depths in the laboratory as fairly representing the depths over outdoor impervious surfaces.
    publisherAmerican Society of Civil Engineers
    titleDetention Storage over 2D Laboratory Watersheds at Concentration Time
    typeJournal Paper
    journal volume17
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000558
    treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 009
    contenttypeFulltext
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