Case Study: Flood Mitigation of the Muda River, Malaysia
Publication: Journal of Hydraulic Engineering
Volume 136, Issue 4
Abstract
The 2003 flood of the Muda River reached 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 obtained from hydrologic models. This design discharge falls outside the 95% confidence intervals of the flood frequency analysis based on field measurements. Instream 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.
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Acknowledgments
The analysis has been carried out at the River Engineering and Urban Drainage Research Center (REDAC) at the Universiti Sains Malaysia in Nibong Tebal, Malaysia. The support from the Department of Irrigation and Drainage [Grant No. UNSPECIFIEDJPS(PP)/TB/2/06] in Malaysia is gratefully acknowledged. The enlightening review comments of Dato A. F. Embi at DID (Jabatan Pengairan dan Saliran Malaysia) were most appreciated. The writers also acknowledge the contributions of A. Darus, R. Ramli, J. Dinor, A. Abd. Manap, and M. F. Yusof.
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© 2010 ASCE.
History
Received: Mar 28, 2007
Accepted: Aug 26, 2009
Published online: Sep 30, 2009
Published in print: Apr 2010
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