• Title/Summary/Keyword: LOOPNET

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Application of Flood Concentration Time of Daechung Dam Considering Outflow of Youngdam Dam (용담댐 방류를 고려한 대청댐 홍수도달시간 검토)

  • Kang, Kwon-Su
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1249-1253
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    • 2008
  • 본 연구의 목적은 대청댐 수문방류에 의한 하류 주요지점까지의 방류수 도달시간을 검토하여 수문방류에 따른 홍수피해 예방 및 방류 증가 등 홍수조절업무에 만전을 기하고자 함이며, '06년 홍수기 대청댐 수문방류량에 의한 하류 주요 수위국 지점별 수위상승과의 연관성을 가지고 하류 홍수도달시간을 실측, 산정하고 기존 도달시간 산정 자료의 신뢰성을 검토하고자 한다. 도달시간 산정방법은 평균유속 상승에 따른 검토, 하류 수위상승 기점에 따른 검토, 수리학적 홍수추적에 따른 검토(FLDWAV, LOOPNET, HEC-RAS, Muskingum), 수문학적 홍수추적에 따른 검토(Progressive lag method)을 시행하고자 한다.

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Unsteady Flow Analysis by the Looped Network Channel Model (폐합형수계 모형에 의한 부정류 해석)

  • Park, Bong-Jin;Lee, Hwan-Ki;Jung, Kwan-Sue
    • Water for future
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    • v.29 no.5
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    • pp.129-138
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    • 1996
  • Loopnet model was developed to simulate unsteady flow in the looped network channel, considering change of the time and space. In this study, the looped solution algorithm was derived and the accuracy and stability of the model was tested. The Gulpo river system was used to calculate the flood water levels considering the hydraulic structures, tidal effect and inflow hydrographs. The result of the simulation showed that the accuracy and stability of this model was reliable. The change of flood water level of the Gulpo River system and the spillway section were not greatly affected by the operation water level of the navigation channel. But this analysis showed that roughness was one of the very important physical factor in changing flood water level.

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A Flood Routing for the Downstream of the Kum River Basin due to the Teachong Dam Discharge (대청댐 방류에 따른 금강 하류부의 홍수추적)

  • Park, Bong-Jin;Gang, Gwon-Su;Jeong, Gwan-Su
    • Journal of Korea Water Resources Association
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    • v.30 no.2
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    • pp.131-141
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    • 1997
  • In this study, the Storage Function Method and Loopnet Model (Unsteady flow analysis model) were used to construct the flood prediction system which can predict the effects of the water release in the downstream region of Teachong Dam. The regional frequency analysis (L-moment) was applied to compute frequency-based precipitation, and the flood prediction system was also used for flood routing of the down stream region of Teachong Dam in the Kum River Basin to calculate frequency based flood. The magnitude of flood, water level, discharge, and travel time to the major points of the downstream region of Teachong Dam, which can be used as an imdex of flood control management of Teachong Dam, were calculated.

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