Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Debris Flow Modelling for Sabo Dams at Gunung Jerai
A numerical simulation model has been developed using an open-source software, Kanako 1D-2D debris flow simulator to estimate the debris flow and sediment discharge along the slope as well as to verify the effectiveness of the designed Sabo Dams at Tupah and Titi Hayun sites, Gunung Jerai. The two Sabo Dams have been designed using the Technical Standards and Guidelines for Planning and Design of Sabo Structures (JICA, 2010) (Technical Standards and Guidelines for Planning and Design of Sabo Structures by Department of Public Works and Highways Japan International Cooperation Agency (2010), [1]). Hence, the Kanako 1D and 2D model (Nakatani, Kana., Kyoto University, Graduate School of Agriculture, Laboratory of Erosion Control (2008), [2], GUI Equipped user-friendly debris flow simulator “Kanako 2D (Ver.02)” handy manual.; Nakatani, Kana and Satofuka, Yoshifumi and Mizuyama, Takahisa., Kyoto University, Graduate School of Agriculture, Laboratory of Erosion Control (2007), [3], “Kanako Ver.1.10 Manual.; Nakatani, Kana and Wada, Takashi and Satofuka, Yoshifumi and Mizuyama, Takahisa (2008), [4]. Development of “Kanako 2D (Ver.2.00),” a user-friendly one- and two-dimensional debris flow simulator equipped with a graphical user interface. International Journal of Erosion Control Engineering. 1. 10.13101/ijece.1.62;) is used to verify the estimated amount of debris and coarse sediment the dams can trap from the debris flow discharges coming from the upper catchments.
Debris Flow Modelling for Sabo Dams at Gunung Jerai
A numerical simulation model has been developed using an open-source software, Kanako 1D-2D debris flow simulator to estimate the debris flow and sediment discharge along the slope as well as to verify the effectiveness of the designed Sabo Dams at Tupah and Titi Hayun sites, Gunung Jerai. The two Sabo Dams have been designed using the Technical Standards and Guidelines for Planning and Design of Sabo Structures (JICA, 2010) (Technical Standards and Guidelines for Planning and Design of Sabo Structures by Department of Public Works and Highways Japan International Cooperation Agency (2010), [1]). Hence, the Kanako 1D and 2D model (Nakatani, Kana., Kyoto University, Graduate School of Agriculture, Laboratory of Erosion Control (2008), [2], GUI Equipped user-friendly debris flow simulator “Kanako 2D (Ver.02)” handy manual.; Nakatani, Kana and Satofuka, Yoshifumi and Mizuyama, Takahisa., Kyoto University, Graduate School of Agriculture, Laboratory of Erosion Control (2007), [3], “Kanako Ver.1.10 Manual.; Nakatani, Kana and Wada, Takashi and Satofuka, Yoshifumi and Mizuyama, Takahisa (2008), [4]. Development of “Kanako 2D (Ver.2.00),” a user-friendly one- and two-dimensional debris flow simulator equipped with a graphical user interface. International Journal of Erosion Control Engineering. 1. 10.13101/ijece.1.62;) is used to verify the estimated amount of debris and coarse sediment the dams can trap from the debris flow discharges coming from the upper catchments.
Debris Flow Modelling for Sabo Dams at Gunung Jerai
Water Res.Develop.Managem.
Mohd Sidek, Lariyah (Herausgeber:in) / Salih, Gasim Hayder Ahmed (Herausgeber:in) / Ahmed, Ali Najah (Herausgeber:in) / Escuder-Bueno, Ignacio (Herausgeber:in) / Basri, Hidayah (Herausgeber:in) / Wong, Wai Sam (Autor:in) / Ghazali, Nor Hisham Mohd (Autor:in) / Abdullah, Nur Atikah (Autor:in)
International Conference on Dam Safety Management and Engineering ; 2023 ; Kuala Lumpur, Malaysia
Proceedings of the 2nd International Conference on Dam Safety Management and Engineering ; Kapitel: 70 ; 995-1004
05.02.2024
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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