• Title/Summary/Keyword: 댑 수문

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Estimation of Dynamic Characteristics of Existing Dam Floodgate Using Ambient Vibration (상시 진동을 이용한 댐 수문의 동특성 추정)

  • Kim, Nam-Gyu;Lee, Jong-Jae;Bea, Jung-Ju
    • Journal of the Korean Society for Nondestructive Testing
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    • v.31 no.4
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    • pp.343-350
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    • 2011
  • Recently, as the catastrophic disasters due to earthquake happen frequently all over the world, it draws lots of attention to seismic capacity evaluation and/or structural integrity assessment of deteriorated civil infra-structures. However, there have been few studies on the existing dam flood gates, expecially in Korea. In this study, a proper vibration testing method applicable to a dam flood gate has been suggested, since the dynamic characteristics of a darn flood gate can be fundamental data for seismic capacity evaluation or structural integrity assessment. The frequency domain decomposition technique has been incorporated for modal parameter identification. Two kinds of vibration tests using an impact hammer and ambient vibration sources were carried out on two types of dam floodgates with different shapes. Through the field tests, the effectiveness of the ambient vibration tests were verified.

A Model for Real-time Reservoir Operations during Flood Period.II : Single Reservoir Operating Rules at Daecheong Dam (홍수기중의 실시간 저수지운영 모형(II) - 대청댑의 단일저수지 운영 방안 -)

  • 심명필;박인보
    • Water for future
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    • v.23 no.4
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    • pp.499-507
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    • 1990
  • Real-time reservoir operation models during flood period require optimization of hourly releases from the input data through on-line system. And predicted values. An algorithm of the simulation model to resolve the problem has already been reported with formulation of objectives to minimize the flood damage in downstream reaches and to conserve water at the end of operation for the later use. This paper presents an application of the model to a single reservoir system at the Daecheong Dam during flood and the results are reviewed. This paper also reviews measured inflows and releases in the past. The model is applied to the flood hydrographs of several return periods assuming different reservoir levels at the beginning of the operation. Also it demonstrates the simulation of test run with inflow forecasts obtained by rainfall-runoff model and compares the results. As a result, the model can use efficiently the flood control capacity with consideration of risk factor for the uncertainties associated with inflow forecasts.

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