Estimating Probable Maximum Precipitation for Linau River Basin in Sarawak
DOI:
https://doi.org/10.33736/jcest.138.2014Abstract
The probable maximum precipitation (PMP) is the greatest depth of precipitation for a given duration that is physically possible over a given size storm area at a particular geographical location at a certain time of the year. PMP is very important to be considered for the design of river regulating structures i.e Dams and Barrages to overcome any possible chance of overtopping failure as well as for public safety and hazards downstream of any of these structures. Especially if these structures located in the upstream of the of the populated town or city than the failure could damage severely such areas. As such the PMP convention is always a requirement as primary design dam/reservoir criteria when public safety is of concern. The PMP is used to derive Probable Maximum Flood (PMF), which further used in hydraulic modeling to check the impact assessments for such occasions. This paper focuses on estimation of PMP for Linau River Basin in Sarawak using statistical method proposed by World Meteorological Organization (WMO), which is described in its operational manual. Long Lidam and Long Laku are located in Linau River Basin but Long Laku has long discontinuity in the data set thus the rainfall series at Long Lidam is further used for PMP estimation. The missing data was in-filled using Belaga rain gauge station as Long Lidam rainfall has good correlation with Belaga rainfall data. Hershfield statistical method has been adopted to estimate the 24-hour duration PMP. The Probable Maximum Precipitation for 24-hour duration storm is estimated as 691 mm for the Linau River Basin.
References
WMO, 2009. "Manual for Estimation of Probable Maximum Precipitation (PMP)", Publication No. 1045, World Meteorological Organization, Geneva, 2009
M. C. Casas, R. Rodriquez, M. Prohom, A. Gazquez and A. Redano. (2010). "Estimation of the probable maximum precipitation in Barcelona (Spain)". Int. J. Climatol. [Online]. DOI: 10.1002/joc.2149. Available: www.interscience.wiley.com
https://doi.org/10.1002/joc.2149
J. K. Searcy and C. H. Hardison, "Double-mass curve," Manual of Hydrology: Part 1. Geological Survey Water-Supply Paper 1541-B, 1960.
Norconsult, 2014, "Pelagus Hydroelectric Project - Concept Report".
Entura, 2010, "Bakun Hydroelectric Project - Technical Risk Due Diligence Report".
M. M. Hasan and B.F.W. Croke, "Filling gaps in daily rainfall data: a statistical approach," in 20th Int. Congr. on Modelling and Simulation, Adelaide, 2013, pp. 380-386
D. M. Hershfield, "Method of estimating probable maximum precipitation," J. Am. Water Works Association, No.57, 1965, pp. 965-972
https://doi.org/10.1002/j.1551-8833.1965.tb01486.x
V. Chow, "A general formula for hydrologic frequency analysis," Trans. Am. Geophys. Union, No.32, 1951, pp. 231-237
Downloads
Published
How to Cite
Issue
Section
License
During the manuscript submission process, the corresponding author, on behalf of all authors, will be asked to agree to the terms of the Open Access Publishing Agreement by checking the designated agreement box (see Copyright & Licensing for more information).
Open Access Publishing Agreement
1) By agreeing to these terms, the author(s) retain full copyright and grant UNIMAS Publisher the right of first publication. The author(s) also grant UNIMAS Publisher permission to reproduce, recreate, translate, extract, or summarize, and to distribute and display in any forms, formats, and media. The author(s) can reuse their papers in their future printed work without first requiring permission from UNIMAS Publisher, provided that the author(s) acknowledge and refer to the publication in the Journal.
2) The author(s) agree that their articles published under UNIMAS Publisher are distributed under the terms of the Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License (CC BY-NC-SA 4.0), which permits unrestricted use, distribution, and reproduction in any medium, for non-commercial purposes, provided the original work of the author(s) is properly cited.
3) The author(s) are responsible for ensuring their submitted work is original and does not infringe any existing copyright, trademark, patent, statutory right, or proprietary right of others. The corresponding author has obtained permission from all co-authors prior to submission to the journal. Upon submission of the manuscript, the author(s) agree that no similar work has been or will be submitted or published elsewhere in any language. If the submitted manuscript includes materials from others, the authors have obtained permission from the copyright owners.
4) By agreeing to this statement, the author(s) declare that the research which they have conducted complies with the current laws of the respective country and UNIMAS Journal Publication Ethics Policy. Any experimentation or research involving humans or the use of animal samples must obtain approval from the Human or Animal Ethics Committee in their respective institutions. The author(s) agree and understand that UNIMAS Publisher is not responsible for any compensational claims or failure caused by the author(s) in fulfilling the above-mentioned requirements. The author(s) must accept the responsibility for releasing their materials upon request by the Chief Editor or UNIMAS Publisher.
5) The author(s) should have participated sufficiently in the work and ensured the appropriateness of the content of the article. The author(s) should also agree that they have no commercial attachments (e.g., patent or license arrangement, equity interest, consultancies, etc.) that might pose any conflict of interest with the submitted manuscript. The author(s) also agree to make any relevant materials and data available upon request by the editor(s) or UNIMAS Publisher.