Detention Storage over 2D Laboratory Watersheds at Concentration Time

Author:

Ben-Zvi Arie1

Affiliation:

1. Adjunct Professor, Sami Shamoon College of Engineering, Basel & Byalik Streets, Beer Sheva, Israel.and Volunteer Hydrologist, Israel Hydrological Service, PO Box 91360, Jerusalem, Israel.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Reference9 articles.

1. Ben-Zvi A. (1970). “On the relationship between rainfall and surface runoff on laboratory watersheds.” Ph.D. thesis CE Dept. Univ. Of Illinois Urbana IL.

2. Runoff peaks from two-dimensional laboratory watersheds

3. Hydrodynamic modeling of two-dimensional watershed flow;Chow V. T.;J. Hydraul. Div. Proc. ASCE,1973

4. Time of Concentration Estimated Using Watershed Parameters Determined by Automated and Manual Methods

5. The relation between the rainfall and the discharge of sewers in populous districts;Kuichling E.;Transactions of the American Society of Civil Engineers,1889

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1. A Note on the Time of Concentration;Journal of Hydrologic Engineering;2023-12

2. Laboratory examination of linearity in rainfall–runoff relationships;Hydrological Sciences Journal;2020-06-12

3. Performance of methods for estimating the time of concentration in a watershed of a tropical region;Hydrological Sciences Journal;2017-10-13

4. From Chow's Lab to Bypass the Time of Concentration;World Environmental and Water Resources Congress 2014;2014-05-29

5. Comparison of Computed and Experimentally Assessed Times of Concentration for a V-Shaped Laboratory Watershed;Journal of Hydrologic Engineering;2012-12

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