Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record