FLOOD SIMULATION MODEL COUPLED WITH VEGETATION WASH-OUT CONSIDERING HORIZONTAL DISTRIBUTION OF VEGETATION HEIGHT AND NON-DIMENSIONAL CRITICAL TRACTIVE FORCE

Author(s):  
Keisuke YOSHIDA ◽  
Shiro MAENO ◽  
Kimihisa NAGATA ◽  
Shinya NIGO ◽  
Ryosuke AKOH
Author(s):  
Masakazu Hashimoto ◽  
Kenji Kawaike ◽  
Tomonori Deguchi ◽  
Shammi Haque ◽  
Arpan Paul ◽  
...  

2021 ◽  
Vol 26 (2) ◽  
pp. 04020065
Author(s):  
Hamed Tavakolifar ◽  
Hossein Abbasizadeh ◽  
Sara Nazif ◽  
Ebrahim Shahghasemi

Author(s):  
N. Watik ◽  
L. M. Jaelani

<p><strong>Abstract.</strong> Reported by National Disaster Response Agency of Indonesia (BPBD) as many as 94 dies, 149 injured, and more than 88 thousands homeless caused by floods in 2018. Besides bringing casualties to people and environment, the floods also affect the damages to transportation infrastructures in which vital to disaster emergency response operation e.g. evacuation process. Due to the complex impact of current disaster, the demands of providing a short-term response increases accordingly. Therefore, this research proposes a prototype of flood evacuation route utilizing network analyst method. The network analyst method particularly focus on finding alternative route based on time and distance. This research uses a flood simulation model derived from Landsat 8 imagery and terrain data. Subsequently, the simulation model divides the flood severity based on the depth which consist of < 0.3 m (slight), 0.3-0.5 m (moderate), and > 0.5 m (serious) in order to generate an impact analysis regarding the estimation of damages and casualties. In order to resemble the real situation of flood, barriers (e.g. flood area) are applied into the finding evacuation route procedure. Thereby, the estimated evacuation route can be executed considering the safest and fastest way. Moreover, some comparisons between before and after flood are conducted in order to know the effectiveness of evacuation routes. By such comparison proves that network analyst enables to support disaster management operation with respect to handling the evacuation procedure.</p>


1979 ◽  
Vol 24 (3) ◽  
pp. 361-373
Author(s):  
AKIHIKO TSUCHIYA ◽  
KATSUYOSHI ISHIZAKI ◽  
KENICHI SASAKI

2018 ◽  
Vol 9 (2S) ◽  
pp. 66 ◽  
Author(s):  
S.G. Diya ◽  
M.K.A. Kamarudin ◽  
M.B. Gasim ◽  
M.E. Toriman ◽  
H Juahir ◽  
...  

2017 ◽  
Vol 50 (1) ◽  
pp. 138-154 ◽  
Author(s):  
Boni Su ◽  
Hong Huang ◽  
Wei Zhu

Abstract Urban floods caused by sudden heavy rainstorms are becoming more frequent and causing serious problems in many cities. Developing methods to simulate urban rainstorm floods is helpful in disaster prevention and mitigation. In this paper, we establish an urban pluvial flood simulation model based on diffusion wave approximation of shallow-water equations. The model takes full account of the characteristics in urban pluvial floods, and includes many improvements in simulation details. These details include building a consideration method, a rainfall consideration method, and so on. A new calculation method of water surface gradient is established, which is suitable for complex topology in urban pluvial flood simulation and can reduce unnecessary simulation error introduced by calculation methods. The accuracy and stability of the model are verified through simple cases with analytical solution and experiments with measured data. The results show that the new model is more accurate than common diffusion wave approximation models. A new treatment to avoid ‘checkerboard oscillation’ is established. In comparison with existing methods, the new method proved to be the best. A proof of concept shows that the new model can deal with complex situations and is helpful for urban drainage system planning.


Sign in / Sign up

Export Citation Format

Share Document