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Hydrological Analysis of Batu Dam, Malaysia in the Urban Area: Flood and Failure Analysis Preparing for Climate Change

Extensive hydrological analysis is carried out to estimate floods for the Batu Dam, a hydropower dam located in the urban area upstream of Kuala Lumpur, Malaysia. The study demonstrates the operational state and reliability of the dam structure based on hydrologic assessment of the dam. The surround...

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Autores principales: Allias Omar, Siti Mariam, Wan Ariffin, Wan Noorul Hafilah, Mohd Sidek, Lariyah, Basri, Hidayah, Moh Khambali, Mohd Hazri, Ahmed, Ali Najah
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9778776/
https://www.ncbi.nlm.nih.gov/pubmed/36554413
http://dx.doi.org/10.3390/ijerph192416530
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author Allias Omar, Siti Mariam
Wan Ariffin, Wan Noorul Hafilah
Mohd Sidek, Lariyah
Basri, Hidayah
Moh Khambali, Mohd Hazri
Ahmed, Ali Najah
author_facet Allias Omar, Siti Mariam
Wan Ariffin, Wan Noorul Hafilah
Mohd Sidek, Lariyah
Basri, Hidayah
Moh Khambali, Mohd Hazri
Ahmed, Ali Najah
author_sort Allias Omar, Siti Mariam
collection PubMed
description Extensive hydrological analysis is carried out to estimate floods for the Batu Dam, a hydropower dam located in the urban area upstream of Kuala Lumpur, Malaysia. The study demonstrates the operational state and reliability of the dam structure based on hydrologic assessment of the dam. The surrounding area is affected by heavy rainfall and climate change every year, which increases the probability of flooding and threatens a dense population downstream of the dam. This study evaluates the adequacy of dam spillways by considering the latest Probable Maximum Precipitation (PMP) and Probable Maximum Flood (PMF) values of the concerned dams. In this study, the PMP estimations are applied using comparison of both statistical method by Hershfield and National Hydraulic Research Institute of Malaysia (NAHRIM) Envelope Curve as input for PMF establishments. Since the PMF is derived from the PMP values, the highest design flood standard can be applied to any dam, ensuring inflow into the reservoirs and limiting the risk of dam structural failure. Hydrologic modeling using HEC-HMS provides PMF values for the Batu dam. Based on the results, Batu Dam is found to have 200.6 m(3)/s spillway discharge capacities. Under PMF conditions, the Batu dam will not face overtopping since the peak outflow of the reservoir level is still below the crest level of the dam.
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spelling pubmed-97787762022-12-23 Hydrological Analysis of Batu Dam, Malaysia in the Urban Area: Flood and Failure Analysis Preparing for Climate Change Allias Omar, Siti Mariam Wan Ariffin, Wan Noorul Hafilah Mohd Sidek, Lariyah Basri, Hidayah Moh Khambali, Mohd Hazri Ahmed, Ali Najah Int J Environ Res Public Health Article Extensive hydrological analysis is carried out to estimate floods for the Batu Dam, a hydropower dam located in the urban area upstream of Kuala Lumpur, Malaysia. The study demonstrates the operational state and reliability of the dam structure based on hydrologic assessment of the dam. The surrounding area is affected by heavy rainfall and climate change every year, which increases the probability of flooding and threatens a dense population downstream of the dam. This study evaluates the adequacy of dam spillways by considering the latest Probable Maximum Precipitation (PMP) and Probable Maximum Flood (PMF) values of the concerned dams. In this study, the PMP estimations are applied using comparison of both statistical method by Hershfield and National Hydraulic Research Institute of Malaysia (NAHRIM) Envelope Curve as input for PMF establishments. Since the PMF is derived from the PMP values, the highest design flood standard can be applied to any dam, ensuring inflow into the reservoirs and limiting the risk of dam structural failure. Hydrologic modeling using HEC-HMS provides PMF values for the Batu dam. Based on the results, Batu Dam is found to have 200.6 m(3)/s spillway discharge capacities. Under PMF conditions, the Batu dam will not face overtopping since the peak outflow of the reservoir level is still below the crest level of the dam. MDPI 2022-12-09 /pmc/articles/PMC9778776/ /pubmed/36554413 http://dx.doi.org/10.3390/ijerph192416530 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Allias Omar, Siti Mariam
Wan Ariffin, Wan Noorul Hafilah
Mohd Sidek, Lariyah
Basri, Hidayah
Moh Khambali, Mohd Hazri
Ahmed, Ali Najah
Hydrological Analysis of Batu Dam, Malaysia in the Urban Area: Flood and Failure Analysis Preparing for Climate Change
title Hydrological Analysis of Batu Dam, Malaysia in the Urban Area: Flood and Failure Analysis Preparing for Climate Change
title_full Hydrological Analysis of Batu Dam, Malaysia in the Urban Area: Flood and Failure Analysis Preparing for Climate Change
title_fullStr Hydrological Analysis of Batu Dam, Malaysia in the Urban Area: Flood and Failure Analysis Preparing for Climate Change
title_full_unstemmed Hydrological Analysis of Batu Dam, Malaysia in the Urban Area: Flood and Failure Analysis Preparing for Climate Change
title_short Hydrological Analysis of Batu Dam, Malaysia in the Urban Area: Flood and Failure Analysis Preparing for Climate Change
title_sort hydrological analysis of batu dam, malaysia in the urban area: flood and failure analysis preparing for climate change
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9778776/
https://www.ncbi.nlm.nih.gov/pubmed/36554413
http://dx.doi.org/10.3390/ijerph192416530
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