Numerical Routing and Experimental Verification of Detention Pond for Different Rainfall Durations
碩士 === 國立中興大學 === 土木工程學系 === 90 === Abstract Land development is known to cause a large coefficient of surface runoff. When rainfall happens, more floods occur downstream than upstream. A detention pond must be constructed to reduce the peak time and peak discharge by making use of stora...
Main Authors: | Chuan-Wei Wu, 吳傳偉 |
---|---|
Other Authors: | Jen-Yan Chen |
Format: | Others |
Language: | zh-TW |
Published: |
2002
|
Online Access: | http://ndltd.ncl.edu.tw/handle/57889984810673837742 |
Similar Items
-
Study of Hydrological Routing Models for Detention Pond
by: Yao-Ming Hong, et al.
Published: (2002) -
Study on Different Types of Detention Pond
by: Shiue-Chian Deng, et al.
Published: (2017) -
Evaluation of the Effectiveness of Detention Ponds-A Case of Rende Detention Pond
by: Chan-YuTsai, et al.
Published: (2017) -
The Review for the Design of the Detention and Deposit Pond
by: Jih-Kai Wu, et al.
Published: (2009) -
Study on The Detention Effect of The Consecutive Detention Pond
by: Yiou-De Lin, et al.
Published: (2007)