Journal of Korean Society of Coastal and Ocean Engineers (한국해안해양공학회지)

Korean Society of Coastal and Ocean Engineers (한국해안·해양공학회)
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Simple and Multigrid Models for Hydraulic Study on Coffering a Tide Embankment

방조제 체절 수리 검토를 위한 단순 모형과 다중격자 모형

  • Published : 2001.12.01
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Abstract

A zero-dimensional simple model is presented to predict the currents in the opening channel of tide embankment and the sea-level response of the interior basin to ocean sea level. In general, a tidal embayment has wide tidal flats so that the effect of tidal flats has been taken into account by formulating the volute variation vs. depth. The model has been verified through the comparison with the 2-dimensional depth-integrated model which can resolve the small area by using the multigrid method. As the results applied to the storage of dredged material of Incheon North Harbour, the results indicate that both models adequately describe the sea-level and current fluctuations in the storage.

방조제 최종 체절시 또는 준설토 투기장 공사시 개방구간에서의 유속 및 내외측간 수위차를 예측하기 위한 영차원의 단순 모형이 제시되었다. 일반적으로 내조지에는 조간대가 크게 차지하고 있으므로 수위별 내조지 체적 변화를 수식화하여 조간대가 체절구간의 유속에 미치는 영향을 반영하였다. 그 결과를 다중격자 기법(multigrid method)을 이용하여 상세하게 차분하는 2차원 수심적분 모형 결과와 비교하여 검증하였다. 인천 북항 준설토 투기장에 적용한 결과 두 모형이 투기장에서의 조위변화 및 개구부에서의 조류속 변화를 서로 유사하게 재현하고 있는 것으로 평가된다.

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References

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