Case Study: Flood Mitigation of the Muda River, Malaysia

被引:25
作者
Julien, P. Y. [1 ]
Ab Ghani, A. [2 ]
Zakaria, N. A. [3 ]
Abdullah, R. [4 ]
Chang, C. K. [3 ]
机构
[1] Colorado State Univ, Coll Engn, Engn Res Ctr, Ft Collins, CO 80523 USA
[2] Univ Sains Malaysia, River Engn & Urban Drainage Res Ctr REDAC, Nibong Tebal 14300, Penang, Malaysia
[3] Univ Sains Malaysia, REDAC, Nibong Tebal 14300, Penang, Malaysia
[4] Univ Sains Malaysia, Sch Civil Engn, Nibong Tebal 14300, Penang, Malaysia
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2010年 / 136卷 / 04期
关键词
Flood mitigation; Flood control; Hydrologic models; Hydraulic engineering; Gravel mining;
D O I
10.1061/(ASCE)HY.1943-7900.0000163
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The 2003 flood of the Muda River reached 1, 340 m(3)/s at Ladang Victoria and adversely impacted 45,000 people in Malaysia. A flood control remediation plan proposed a levee height based on a 50-year discharge of 1, 815 m(3)/s obtained from hydrologic models. This design discharge falls outside the 95% confidence intervals of the flood frequency analysis based on field measurements. Instreant sand and gravel mining operations also caused excessive riverbed degradation, which largely off sets apparent benefits for flood control. Pumping stations have been systematically required at irrigation canal intakes. Several bridge piers have also been severely undermined and emergency abutment protection works were needed in several places. Instream sand and gravel mining activities should be replaced with offstream mining in the future.
引用
收藏
页码:251 / 261
页数:11
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