PMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Scheme

Juliana Razali, Lariyah Mohd Sidek, Mohammad Marufuzzaman, P. R. Rakhecha, M. R. M Radzi, Md Shabbir Hossain, M. H. Zawawi

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Probable Maximum Flood is considered as one of the most applied inflow design floods in the determination of dam structure adequacy in current practices. This study revised the inflow design flood values for Sungai Perak Hydroelectric Scheme using Probable Maximum Flood estimation. Probable Maximum Precipitation is analyzed for the catchment and the most critical rainfall values are used in establishing the maximum flood. The revised inflow design flood values for the (4) four dams are found to be 17 259.2 m3/s at Temengor Dam, 5 436 m3/s at Bersia Dam, 13 522.6 m3/s at Kenering Dam and 13 025 m3/s at Chenderoh Dam. The inflow design flood values are higher by 2%–30% for all four dams in the scheme and these dams are also found to be inadequate in terms of spillway capacities with the percentage of 5%-11% higher than the designed capacities. Further enhancement needs to be done by the dam owner either with or without structural modifications in order to protect the structure and downstream population at risk.

Original languageEnglish
Title of host publicationICDSME 2019
Subtitle of host publicationProceedings of the 1st International Conference on Dam Safety Management and Engineering
PublisherSpringer
Pages76-89
Number of pages14
ISBN (Electronic)9789811519710
ISBN (Print)9789811519703
DOIs
Publication statusPublished - 2020

Publication series

NameWater Resources Development and Management
ISSN (Print)1614-810X
ISSN (Electronic)2198-316X

Fingerprint

Dams
dam
design flood
inflow
Spillways
Precipitation (meteorology)
spillway
Catchments
Rain
catchment
rainfall

Keywords

  • Inflow design flood value
  • PMP-PMF
  • Sg Perak Hydroelectric

ASJC Scopus subject areas

  • Management, Monitoring, Policy and Law
  • Water Science and Technology
  • Environmental Engineering
  • Renewable Energy, Sustainability and the Environment

Cite this

Razali, J., Mohd Sidek, L., Marufuzzaman, M., Rakhecha, P. R., M Radzi, M. R., Hossain, M. S., & Zawawi, M. H. (2020). PMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Scheme. In ICDSME 2019: Proceedings of the 1st International Conference on Dam Safety Management and Engineering (pp. 76-89). (Water Resources Development and Management). Springer. https://doi.org/10.1007/978-981-15-1971-0_8
Razali, Juliana ; Mohd Sidek, Lariyah ; Marufuzzaman, Mohammad ; Rakhecha, P. R. ; M Radzi, M. R. ; Hossain, Md Shabbir ; Zawawi, M. H. / PMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Scheme. ICDSME 2019: Proceedings of the 1st International Conference on Dam Safety Management and Engineering. Springer, 2020. pp. 76-89 (Water Resources Development and Management).
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Razali, J, Mohd Sidek, L, Marufuzzaman, M, Rakhecha, PR, M Radzi, MR, Hossain, MS & Zawawi, MH 2020, PMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Scheme. in ICDSME 2019: Proceedings of the 1st International Conference on Dam Safety Management and Engineering. Water Resources Development and Management, Springer, pp. 76-89. https://doi.org/10.1007/978-981-15-1971-0_8

PMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Scheme. / Razali, Juliana; Mohd Sidek, Lariyah; Marufuzzaman, Mohammad; Rakhecha, P. R.; M Radzi, M. R.; Hossain, Md Shabbir; Zawawi, M. H.

ICDSME 2019: Proceedings of the 1st International Conference on Dam Safety Management and Engineering. Springer, 2020. p. 76-89 (Water Resources Development and Management).

Research output: Chapter in Book/Report/Conference proceedingChapter

TY - CHAP

T1 - PMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Scheme

AU - Razali, Juliana

AU - Mohd Sidek, Lariyah

AU - Marufuzzaman, Mohammad

AU - Rakhecha, P. R.

AU - M Radzi, M. R.

AU - Hossain, Md Shabbir

AU - Zawawi, M. H.

PY - 2020

Y1 - 2020

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AB - Probable Maximum Flood is considered as one of the most applied inflow design floods in the determination of dam structure adequacy in current practices. This study revised the inflow design flood values for Sungai Perak Hydroelectric Scheme using Probable Maximum Flood estimation. Probable Maximum Precipitation is analyzed for the catchment and the most critical rainfall values are used in establishing the maximum flood. The revised inflow design flood values for the (4) four dams are found to be 17 259.2 m3/s at Temengor Dam, 5 436 m3/s at Bersia Dam, 13 522.6 m3/s at Kenering Dam and 13 025 m3/s at Chenderoh Dam. The inflow design flood values are higher by 2%–30% for all four dams in the scheme and these dams are also found to be inadequate in terms of spillway capacities with the percentage of 5%-11% higher than the designed capacities. Further enhancement needs to be done by the dam owner either with or without structural modifications in order to protect the structure and downstream population at risk.

KW - Inflow design flood value

KW - PMP-PMF

KW - Sg Perak Hydroelectric

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DO - 10.1007/978-981-15-1971-0_8

M3 - Chapter

AN - SCOPUS:85076729248

SN - 9789811519703

T3 - Water Resources Development and Management

SP - 76

EP - 89

BT - ICDSME 2019

PB - Springer

ER -

Razali J, Mohd Sidek L, Marufuzzaman M, Rakhecha PR, M Radzi MR, Hossain MS et al. PMP Driven Probable Maximum Flood for 4 Dams in Sungai Perak Hydroelectric Scheme. In ICDSME 2019: Proceedings of the 1st International Conference on Dam Safety Management and Engineering. Springer. 2020. p. 76-89. (Water Resources Development and Management). https://doi.org/10.1007/978-981-15-1971-0_8