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A Study on the Stability of Intake gate in a Dam

취수문비의 안정성에 관한 연구

  • 곽영균 (충남대학교 대학원(BK21메카사업단)) ;
  • 고성호 (충남대학교 기계설계공학과(BK21메카사업단)) ;
  • 강민구 (충남대학교 대학원(BK21메카사업단))
  • Published : 2008.02.01

Abstract

A stability analysis has been made for a newly designed gate of intake tower of reservoir. The analysis is composed of finding the natural frequency of the gate and the frequency induced by water flowing over and through the gate. ANSYS is employed to calculate the natural frequency of the gate and SC/Tetra is utilized for calculating flow field around the gate, which in turn gives the frequency of pressure force fluctuation on the gate. In addition to the safety analysis, the present study presents how the gate selectively intakes a muddy water layer located in the middle depth of reservoir.

Keywords

References

  1. 한국수자원공사, 2005, '용담댐 표면취수설비 개량사업 실시설계 추진계획 보고서'
  2. 허춘근, 권혁기, 김종호, 2004, '용수로 댐 취수탑의 안정성 평가에 관한 연구,'한국구조물진단학회 학술발표대회 논문집, pp. 285-291
  3. 이갑수, 김진태, 이상현, 강민구, 고성호, 2006, '수력 댐 표면취수설비의 유동 및 진동해석에 대한 연구,'유체기계 연구개발 발표회 논문집, pp. 515-519

Cited by

  1. Inflow Patterns Around a Water Intake Tower for Selective Withdrawal Depth vol.13, pp.6, 2010, https://doi.org/10.5293/KFMA.2010.13.6.063