Design Procedure for Determining Optimal Length of Side-Weir in Flood Control Detention Basin Considering Bed Roughness Coefficient

Author:

Kim Seojun1,Yoon Byungman2,Kim Sanghuk3,Kim Dongsu4

Affiliation:

1. Assistant Research Professor, Dept. of Civil and Environmental Engineering, Dankook Univ., Yongin 448-701, Korea.

2. Professor, Dept. of Civil and Environmental Engineering, Myongji Univ., Yongin 449-728, Korea (corresponding author)

3. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Myongji Univ., Yongin 449-728, Korea.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Dankook Univ., Yongin 448-701, Korea. E-mail: Dongsu-

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference28 articles.

1. A theoretical consideration of side-weirs as storm water overflows;Ackers P.;Proc. Inst. Civ. Eng.,1957

2. Runoff Detention for Flood Volume or Erosion Control

3. Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow

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