3차원 수치모형을 이용한 댐 붕괴파 모의에 관한 연구

A Study on Simulation of Dam-Break Wave Using a Three-Dimensional Numerical Model
  • 정우창
  • 이진우
  • 조용식

초록

In this study, the simulation of the flood wave due to the dam failure is carried out using a three-dimensional numerical model. The applied numerical model is ANSYS CFX (Ver. 13.0) which is a commercial software developed by ANSYS Inc. This numerical model is applied to three different cases of hydraulic model experiments related to the analysis of the dam-break wave, and the results simulated from three-dimensional model are compared and analyzed with those from laboratory measurements and the two-dimensional numerical model. As results of comparison, the predicted results agree well with measured ones and are more slightly accurate than those from the two-dimensional numerical model. In particular, the peak water depth and its time agree almost accurately with measured ones. Therefore, we can expect that the three-dimensional numerical model applied in this study could be effectively applied to predict the peak water depth and its time after a dam failure.

키워드

3차원 수치모형2차원 수치모형댐 붕괴파첨두수심ANSYS CFXThree-dimensional numerical modelDam-break wavePeak water depthANSYS CFX
제목
3차원 수치모형을 이용한 댐 붕괴파 모의에 관한 연구
제목 (타언어)
A Study on Simulation of Dam-Break Wave Using a Three-Dimensional Numerical Model
저자
정우창이진우조용식
DOI
10.9798/KOSHAM.2012.12.2.181
발행일
2012-04
유형
정기학술지(Article(Perspective Article포함))
저널명
한국방재학회논문집
12
2
페이지
181 ~ 192