NUMERICAL MODEL STUDY OF TWO DIMENSION FLOW GENERATED BY A DAM BREAK
Oleh : M. SYAHRIL BADRI KUSUMA, Department of Civil Engineering
Dibuat : 2008, dengan 1 file
Keyword : dam break, earthquake, two dimension flow
Sumber pengambilan dokumen : International Conference on Earthquake Engineering and Disaster Mitigation
Cakupan : Jakarta, April 14-15, 2008
Dam break is one of a potential collateral hazard of an earthquake. It could generate a very disastrous flow for any infrastructures in its downstream area. This paper discusses a two dimension flow generated by a dam break which flows a building in the downstream of that dam break. Finite difference method is used to simulate that flow. This numerical model result is compared to both experimental work and other numerical model results from previous study. Good comparison of water level and flow pattern is shown between the model results and the experimental work but significant differences of velocity magnitude near the front line of the building are found due to the boundary condition problem.
Copyrights : Copyright Ã‚(c) 2001 by ITB Central Library. Verbatim copying and distribution of this entire article is permitted by author in any medium, provided this notice is preserved.
|Organisasi||Department of Civil Engineering|
|Nama Kontak||Drs. Mahmudin, SIP.|
|Alamat||Jl. Ganesha 10|
- M. Farid and M.B. Adityawan, Editor: Vika A. Kovariansi
File : 2008 GL PP M. SYAHRIL BADRI KUSUMA 3.pdf