Probable Maximum Precipitation (PMP) Analysis for Bakun Dam Area

  • Yiau S.S.
  • F.J. Putuhena

Abstract

Probable Maximum Precipitation is defined as the greatest depth of precipitation which is possible for a given time and duration over a given size storm area under known meteorological conditions. This concept has been used as design criterion of major flood control measures such as spillways of large dams worldwide. It is essential for the generation of Probable Maximum Flood. This paper represents the results of PMP analysis for Bakun Dam Area which has a catchment area of 14,750 km2. Three sets of results were produced, i.e. by statistical method (with frequency factors from World Meteorological Organization manual and National Hydraulic Research Institute of Malaysia in Technical Research Publication No. 1 (TRP 1)) for duration of 1 hour, 8 hours, 24 hours and daily and by experimental method for production of daily PMP. The results were compared with each other and the one made by Sarawak Electricity Supply Corporation on Bakun Dam construction. The set of PMP values results from substitution of Km developed by NAHRIM was concluded to be the most reliable results as daily PMP (276mm) was consistent with the one (280mm) produced by SESCO. However, 6 days PMP value (950mm) done by SESCO was recommended as the Bakun Dam Area cover huge catchment area which higher duration of PMP value should be applied .

References

Secretariat of the World Meteorological Organization. (1986). Manual for Estimation of Probable Maximum Precipitation: Second Edition, World Meteorological Organization Operational Hydrology Report No. 1. Geneva, Switzerland: World Meteorological Organization.

Collier, C. G., & Hardaker, P. J. (1996). Estimating probable maximum precipitation using a storm model approach. Journal of Hydrology, 183(3-4), 277-306.

https://doi.org/10.1016/0022-1694(95)02953-2

Malaysia-China-Hydro. (2011). Bakun National Hydroelectric Project: Malaysia's future in clean energy. Retrieved August 4, 2010, from http://www.bakundam.com/

Koutsoyiannis, D. (1998). A probabilistic view of Hershfield's method for estimating probable maximum precipitation. Retrieved from http://www.itia.ntua.gr/getfile/23/2/documents/1999WR900002PP.pdf

Wiesner, C. J. (1970). Hyorometeorology. London: Chapman and Hall Ltd.

Douglas, E. M., & Barros, A. P. (2003). Probable Maximum Precipitation Estimation Using Multifractals: Application in the Eastern United States. Journal of Hydrometeorology, 4, 1012-1024. Retrieved from http://alpha.es.umb.edu/faculty/emd/files/Douglas_%26_Barros_2003.pdf

https://doi.org/10.1175/1525-7541(2003)004<1012:PMPEUM>2.0.CO;2

Rakhecha, P. R., & Kennedy, M. R. (1985). A Generalised Technique for the Estimation of Probable Maximum Precipitation in India. Journal of Hydrology, 78 (3-4), 345-359.

https://doi.org/10.1016/0022-1694(85)90112-X

Weert, R. V. D. (1994). Rainfall: Rainfall intensity-duration. Hydrological Conditions In Indonesia (p. 19). Jakarta: Delft Hydraulics.

Svensson, C., & Rakhecha, P. R. (1998). Estimation of Probable Maximum Precipitation for Dams in the Hongru River Catchment, China. Theortical and Applied Climatology. 59, 79-91. Retrieved from http://www.springerlink.com/content/nm3cjq08ahxucx5c/fulltext.pdf

https://doi.org/10.1007/s007040050014

National Hydraulic Research Institute of Malaysia. (2008). Chapter 6 - Estimation of PMP Based on Statistical Method. In Hj. Ahmand Jamalluddin bin Shaaban et al. (Eds.), National Hydraulic Research Institute of Malaysia (NAHRIM) Technical Research Publication No.1 (TRP 1) - Derivation of Probable Maximum Precipitation for Design Floods in Malaysia. (pp. 6-1 - 6-15). Shah Alam: Ministry of Natural Resources and Environment, Malaysia.

Sarawak Electricity Supply Cooperation, & the National Electricity Board of Malaya. (1983). Bakum Hydro-electric Project, Feasibility Report, Volume III, Appendix E. Sarawak: German Agency for Technical Cooperation Ltd., SAMA Consortium.

Published
2011-12-01
How to Cite
S.S., Y., & Putuhena, F. (2011). Probable Maximum Precipitation (PMP) Analysis for Bakun Dam Area. Journal of Civil Engineering, Science and Technology, 2(2), 53-59. https://doi.org/10.33736/jcest.95.2011
Section
Articles