한국수자원학회논문집 (Journal of Korea Water Resources Association)

  • 제47권1호
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  • Pages.11-24
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  • 2014
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  • 2799-8746(pISSN)
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  • 2799-8754(eISSN)
한국수자원학회 (Korea Water Resources Association)
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다공성 구조물을 통과하는 댐 붕괴파의 전파특성에 관한 수치적 연구

A Numerical Study on Propagation Characteristics of Dam-break Wave through a Porous Structure

  • 정우창 (경남대학교 공과대학 토목공학과)
  • 투고 : 2013.09.30
  • 심사 : 2013.11.05
  • 발행 : 2014.01.31
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초록

본 연구에서는 3차원 수치모형(ANSYS CFX model)을 이용하여 수조 내 다공성 구조물을 통과하는 댐 붕괴파의 전파특성에 대한 수치적 분석을 수행하였다. 다공성 구조물 내 및 주위에서의 수심분포에 대한 기존의 측정된 결과와 모의된 결과를 비교한 결과 비교적 잘 일치하는 것으로 나타났다. 또한 수조 내에 다공성 구조물이 부분적으로 존재하고 있을 경우에 대한 3차원 흐름구조를 수치적으로 분석하였다. 전반적으로 다공성 구조물이 존재하는 영역에 비해 존재하지 않은 영역에서 수심의 급격한 변동이 보다 크게 나타났으며, 따라서 다공성 구조물은 수심의 급격한 변동을 감소시키는 역할을 하는 것으로 나타났다.

In this study, the characteristics of the propagation of dam-break wave through a porous structure in a water tank is numerically analyzed by using the three-dimensional numerical model (ANSYS CFX model). As results of comparison between the existing measured and simulated water depth distributions in and around a porous structure, the agreement is relatively well satisfied. Moreover, for the case of the presence in part of a porous structure in a water tank, the three-dimensional flow structure is numerically analyzed In general, compared with in the area with a porous structure, the abrupt variation of water depth occurs in the area without a porous structure. It is shown that the porous structure can play a role to decrease the abrupt variation of water depth.

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참고문헌

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피인용 문헌

  1. A Numerical Study on Flow in Porous Structure using Non-Hydrostatic Model vol.30, pp.3, 2018, https://doi.org/10.9765/KSCOE.2018.30.3.114