• 한국농공학회지
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• 제35권1호
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• pp.50-58
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• 1993

The sedimentation patterns at a reservoir, important to the reservoir capacity curve were simulated using a depth averaged, two-dimensional sediment transport model, that is capable of depicting velocity distributions and sediment transportation. The Banweol reservoir, whose stage capacity relationships have been surveyed before and after the construction, was selected and the daily inflow rates and stages were simulated using a reservoir operation model(DI-ROM). The applicability of the transport model was tested from the comparisons of simulated sedimentation patterns to the surveyed results. The simulated inflow rates and water level fluctuations at the reservoir during twenty-one years from 1966 to 1986, showed that water levels exceeding 80 percent of the total capacity occurred for 70 percent of the periods and inflow rates less than 5000rn$^3$/day sustained for 54 percent of the spans. Dorminant flow directions were simulated from two streamflow inlets to the dam site. And simulated sediment concentrations were higher near the inlets and lower at the inside of the reservoir. Sediment was deposited heavily near the inlets, and portions of sediments were distributed along the flow paths within the reservoir. The comparisons between the simulation results and the surveyed depositions were partially matched. However, it was not possible to compare two results at the upper parts of the reservoir where dredging was carried out few times for the purpose of reservoir maintenance. This study demonstrates that sedimentation patterns within the reservoir are closely related to incoming sediment and flow rates, water level fluctuations, and flow circulation within the reservoir.

• 대한토목학회논문집
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• 제30권1B호
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• pp.33-40
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• 2010

본 연구에서는 조석으로 인한 만에서 부유사 이동과 해저지형변화 예측에 대한 2차원 유사운송모형인 HSCTM-2D 모형의 적용성을 평가하였다. 또한, 보정된 모형을 이용하여 아산만 해역과 천수만 해역에서 점착성 부유사의 유입으로 인한 장기 퇴적량을 추정하였다. HSCTM-2D 모형을 보정하기 위하여 대상해역에 위치한 검조소의 실측조위자료와 모의기간 동안 측정한 유속 및 부유사농도 자료를 모의결과와 비교하였으며, 실측자료와 모의결과가 유사한 경향을 나타내는 것으로 확인되었다. 대상해역의 퇴적환경을 고려하여 외해유입 부유사 농도를 결정하고 장기간의 조석활동에 의한 점착성 부유사의 퇴적량을 추정하였으며, 아산만 해역에서는 연간 퇴적율이 8.1 cm/yr, 천수만 해역에서는 연간 퇴적율이 14.5 cm/yr를 나타냈다. 이와같은 연구결과로부터 적용된 모델링 시스템이 해역의 점착성 부유사 이동 및 퇴적과정에 대한 이해와 완화대책수립에 유용할 것으로 판단된다.