Effectiveness of Ubol Ratana and Lam Pao Reservoirs for Flood Mitigation in the Downstream Area of the Chi River Basin Using HEC-HMS Model

Article Preview

Abstract:

The Chi River Basin is vulnerable to flooding due to its location in the pathway of tropical storms during the monsoon season, flat topography, large proportion area of community settlements and agricultural activities and poor management of water release from dams. Since there is still a lack of lasting viable solution to flooding problems, an insight into detailed aspects of flood alleviation needs to be addressed. The objective of this study was to perform rainfall-runoff analysis using Hydrologic Modelling System (HEC-HMS) model in order to assess the effectiveness of Ubol Ratana and Lam Pao reservoirs for flood mitigation in the downstream area of the Chi River Basin. A scenario-based study that investigates the attenuation of flood peak discharge downstream of the Chi River Basin for the year 2001 was presented. Water storing and releasing scenarios from different reservoirs were designed to cover possible situations. The HEC-HMS model was used to simulate the attenuation effect of downstream flood hydrograph. The simulated results showed that the decrease of releasing water from Ubol Ratana and Lam Pao reservoirs by 10, 30 and 50 % during the wet year (2001), affected the decrease of peak flood by 5.86%, 17.57%, and 26.59%, respectively. In conclusion, reducing existing reservoir releases should be considered as part of proactive flood risk reduction measures, and the HECHMS model is able to describe the hydrological processes through underlying physical and mathematical relations.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 931-932)

Pages:

785-790

Citation:

Online since:

May 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Information on http: /www. thaihydra. org/index. php/documents/journal/74-no12-2545. html.

Google Scholar

[2] Information on http: /kromchol. rid. go. th/lproject/2010/index. php/-25-/107-04.

Google Scholar

[3] K. Kuntiyawichai, B. Schultz, S. Uhlenbrook, F.X. Suryadi, A. van Griensven, Comparison of flood management options for the Yang River Basin, Thailand, Irrigation and Drainage. 60 (2011) 526 - 543.

DOI: 10.1002/ird.596

Google Scholar

[4] J. Joo, T. Kjeldsen, H.J. Kim, H. Lee, A comparison of two event-based flood models (ReFH-rainfall runoff model and HEC-HMS) at two Korean catchments, Bukil and Jeungpyeong, KSCE Journal of Civil Engineering. 18 (2014) 330-343.

DOI: 10.1007/s12205-013-0348-3

Google Scholar

[5] Water Resources Regional Office 4 (Khon Kaen), Chi River Basin Management, Water Resources Regional Office 4, Khon Kaen, Thailand, (2012).

DOI: 10.32526/ennrj/21/202200210

Google Scholar

[6] K. Kuntiyawichai, Interactions between land use and flood management in the Chi River Basin, PhD Thesis, Wageningen University and UNESCO-IHE Institute for Water Education, The Netherlands, (2012).

Google Scholar

[7] US Army Corps of Engineers (USACE), Hydrologic Modeling System (HEC-HMS): Technical reference manual, US Army Corps of Engineers, Hydrologic Engineering Center. Davis. CA, (2000).

DOI: 10.21236/ada204560

Google Scholar

[8] N. Thephasit, Analysis of SCS runoff curve number of Amphoe in Thailand, MEng Thesis, Kasetsart University, Thailand, (1999).

Google Scholar