Application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia
Coupled with climate change, the urbanization?driven increase in the frequency and intensity of floods can be seen in both developing and developed countries, and Malaysia is no exemption. As part of flood hazard mitigation, this study aimed to simulate the urban flood scenarios in Malaysia�s urbani...
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my.uniten.dspace-259632023-05-29T17:05:48Z Application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia Sidek L.M. Chua L.H.C. Azizi A.S.M. Basri H. Jaafar A.S. Moon W.C. 35070506500 7202399682 57295647700 57065823300 57189241320 57194470128 Coupled with climate change, the urbanization?driven increase in the frequency and intensity of floods can be seen in both developing and developed countries, and Malaysia is no exemption. As part of flood hazard mitigation, this study aimed to simulate the urban flood scenarios in Malaysia�s urbanized catchments. The flood simulation was performed using the Personal Computer Storm Water Management Model (PCSWMM) modeling of the Damansara catchment as a case study. An integrated hydrologic?hydraulic model was developed for the 1?D river flow modeling and 1?D�2?D drainage overflow modeling. The reliability of the 1?D river flow model was confirmed through the calibration and validation, in which the water level in TTDI Jaya was satisfactorily predicted, supported by the coefficient of determination (R2), Nash�Sutcliffe model efficiency coefficient (NSE), and relative error (RE). The performance of the 1?D�2?D model was further demonstrated based on the flood depth, extent, and risk caused by the drainage overflow. Two scenarios were tested, and the comparison results showed that the current drainage effectively reduced the drainage overflow due to the increased size of drains compared to the historic drainage in 2015. The procedure and findings of this study could serve as references for the application in flood mitigation planning worldwide, especially for developing countries. � 2021 by the authors. Licensee MDPI, Basel, Switzerland. Final 2023-05-29T09:05:48Z 2023-05-29T09:05:48Z 2021 Article 10.3390/app11199300 2-s2.0-85117000072 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85117000072&doi=10.3390%2fapp11199300&partnerID=40&md5=c8d719f26ba9323b7ddd0af2facee094 https://irepository.uniten.edu.my/handle/123456789/25963 11 19 9300 All Open Access, Gold, Green MDPI Scopus |
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Coupled with climate change, the urbanization?driven increase in the frequency and intensity of floods can be seen in both developing and developed countries, and Malaysia is no exemption. As part of flood hazard mitigation, this study aimed to simulate the urban flood scenarios in Malaysia�s urbanized catchments. The flood simulation was performed using the Personal Computer Storm Water Management Model (PCSWMM) modeling of the Damansara catchment as a case study. An integrated hydrologic?hydraulic model was developed for the 1?D river flow modeling and 1?D�2?D drainage overflow modeling. The reliability of the 1?D river flow model was confirmed through the calibration and validation, in which the water level in TTDI Jaya was satisfactorily predicted, supported by the coefficient of determination (R2), Nash�Sutcliffe model efficiency coefficient (NSE), and relative error (RE). The performance of the 1?D�2?D model was further demonstrated based on the flood depth, extent, and risk caused by the drainage overflow. Two scenarios were tested, and the comparison results showed that the current drainage effectively reduced the drainage overflow due to the increased size of drains compared to the historic drainage in 2015. The procedure and findings of this study could serve as references for the application in flood mitigation planning worldwide, especially for developing countries. � 2021 by the authors. Licensee MDPI, Basel, Switzerland. |
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35070506500 Sidek L.M. Chua L.H.C. Azizi A.S.M. Basri H. Jaafar A.S. Moon W.C. |
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Sidek L.M. Chua L.H.C. Azizi A.S.M. Basri H. Jaafar A.S. Moon W.C. |
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Sidek L.M. Chua L.H.C. Azizi A.S.M. Basri H. Jaafar A.S. Moon W.C. Application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia |
author_sort |
Sidek L.M. |
title |
Application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia |
title_short |
Application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia |
title_full |
Application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia |
title_fullStr |
Application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia |
title_full_unstemmed |
Application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia |
title_sort |
application of pcswmm for the 1?d and 1?d�2?d modeling of urban flooding in damansara catchment, malaysia |
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MDPI |
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2023 |
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1806423962578583552 |
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13.222552 |