• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 춘계학술대회
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• pp.639-643
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• 2007

Tidal regime change with general hydrolic condition change is examined, according to Garolim Tidal Power Plant (TPP) operation. Numerical model has been developed for the Yellow and East China Seas region, in order to consider the tidal regime change by the TPP operation. The changes of tidal elevation and tidal current inside the Garolim bay are also investigated in details, along with examining the change of the tidal flat area with operation. The field measurement for the tide and current have been carried out for the validation of the numerical model and for understanding the state of current system in the present state.

• 신재생에너지
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• 제3권2호
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• pp.3-10
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• 2007

Tidal regime change with general hydrolic condition change is examined, according to Garolim Tidal Power Plant (TPP) operation. Numerical model has been developed for the Yellow and East China Seas region, in order to consider the tidal regime change by the TPP operation. The changes of tidal elevation and tidal current inside the Garolim bay are also investigated in details, along with examining the change of the tidal flat area with operation. The field measurement for the tide and current have been carried out for the validation of the numerical model and for understanding the state of current system in the present state.

• 한국농공학회지
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• 제33권4호
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• pp.73-83
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• 1991

A numerical simulation of a 2-dimensional tidal flow in a shallow sea was performed using the frequency domain finite element method. In this study, to overcome the inherent problems of a time domain model which requires high eddy viscosity and small time steps to insure numerical stability, the harmonic function incorporated with the linearized function of governing equations was applied. Calculations were carried out using the developed tidal model(TIDE) in a rectangular channel of lOm(depth) X 4km (width) X 25km(length) under the condition of tidal waves entering the channel closed at one end for both with and without bottom friction damping. The predicted velocities and water levels at different points of the channel were in close agreement with less than 1 % error between the numerical and analytical solutions. The results showed that the characteristics of the tidal flow were greatly affected by the magnitude of tidal elevation forcing, and not by on surface friction, wind, or the linear bottom friction when the value was less than 0.01. For the optimum size of grid to obtain a consistent solution, the ratio between the length of the maximum grid and the tidal wave length should be less than 0.0018. It was concluded that the finite element tidal model(TIDE) developed in this study could handle the numerical simulation of tidal flows for more complex geometrical conditions.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.163-167
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• 2007

For numerical analysis of a tidal flow, a two-dimensional hydrodynamic model is developed by solving the nonlinear shallow-water equations. The governing equations are discretized explicitly with a finite difference leap-frog scheme and a first-order upwind scheme on adaptive hierarchical quadtree grids. The developed model is verified by applying to prediction of tidal behaviors. The calculated tidal levels are compared to available field measurements. A very reasonable agreement is observed.

• 한국환경과학회지
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• 제4권2호
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• pp.245-251
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• 1995

Generally, It is Introduced to well-known other models without considering tidal current of the field. The paper presents field measurements and numerical model solving velocity field of Cheonsu Bay by two-dimensional tidal model. It was proved that this scheme is easy to handle complex topography. Computed results is represented characteristics of tidal current for Cheonsu Bay. The results of the study can be summarized as follows ; 1. Tide form number has 0.21 value. Tidal range estimated 630.3 cm on spring, 454.1 cm on mean and 277.9 cm on neap, respectively 2. Tidal current has semi-diurnal form. Distance of traveling observed 16.6 km on flood and 15.5 km on ebb. 3. Tidal velocity showed reversing current. It was found that tidal velocity above 100 cm/sec is about 20 %. 4. Computed results are in good agreement with the observed data. Applying the algorithm to Cheonsu Bay, velocity fields and dry bank phenomena are simulated well in spite of complex topography. 5. An advanced study on the effects of open boundary conditions should be continuously performed.

• 한국해안해양공학회지
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• 제19권3호
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• pp.253-265
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• 2007

본 연구의 대상영역인 남해안의 조위 및 조류 수치모의를 위해 조석 보정용 모델인 NAO.99의 기존결과를 외해 개방경계 조건에 적용하였다. 조간대를 고려할 수 있고 $\sigma$-좌표계를 사용하는 EFDC 모형을 이용하여 2 km의 직교 정격자와 $0.5\sim2.0km$의 가변직교격자를 사용한 두 개의 격자망을 구축하였다. 조위수치모의 결과에서 예측값과 국립해양조사원 조위검조소의 관측값이 잘 일치하였으며 남해안 동측에서 서측으로의 조석의 전파를 보여주었다. 검증 결과 격자크기가 감소할수록 조위관측 자료와 더 높은 상관관계를 보였으며 0.5 km의 격자크기로 인한 수치모의 결과가 내만의 협수로 및 지형의 영향을 크게 받는 조류를 다소 과소 산정하는 경향을 가지는 반면에 넓은 수로 및 외해역 자료의 경우에는 2 km 격자로 조류의 적절한 재현이 가능하였다.

• 해양환경안전학회지
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• 제4권1호
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• pp.31-40
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• 1998

Through the combination of existing tidal prediction model and numerical tidal model, the efficient tidal prediction system was formulated and applied to the neighboring area of Pusan port. Because all tidal constituents for tidal prediction (69 tidal constituents are normally used) couldn't be considered due to the physical limits on computing process, some errors between the observed and predicted values were inevitably occurred. But it was confirmed that the computed values with maximum 10% of relative errors can be obtained if four major tidal constituents(M2, S2, K1, O1) are used. Thus, if other constituents than four major tidal constituents are additionally used, more accurate values will be obtained. Furthermore, if the database for harmonic constants in coastal waters is made in advance, using the numerical tidal model, prompt tidal prediction can be achieved at any time when it is required.

• 한국해안해양공학회지
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• 제8권2호
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• pp.161-173
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• 1996

전지구 해양의 M$_2$조석 특성을 파악하기 위해 1$^{\circ}$및 1/3$^{\circ}$의 분해능을 갖는 2차원 수치모형을 수립하였다. 특히 수립된 1/3$^{\circ}$수치모형은 현재까지 수행된 전지구 해양 수치모형 중 가장 분해능이 높은 모형으로 기존 수치모형에서 낮은 분해능으로 인하여 평가하지 못하였던 천해역 및 육붕해에서의 조석현상을 평가하였다. 작성된 조석도는 기존의 수치모형 및 위성 고도계 자료로부터 작성된 조석도와 심해의 일부 지역에서 관측된 조화상수와 상호 비교하였다. 계산결과는 1$^{\circ}$모형에 비하여 1/3$^{\circ}$모형에서 향상되었고 1/3$^{\circ}$수치모형의 계산 결과는 국지적 수치모형 운영시 외해 개방 경계조건으로 이용될 수 있음을 제시하였다.

• 한국측량학회지
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• 제15권1호
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• pp.51-61
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• 1997

전지구 해양의 조석 분포를 파악하기 위해 $1/3^\circ$의 분해능을 갖는 2차원 수치모형을 수립하여 반일분조$(M_2,\;S_2,\;K_2,\;N_2)$ 및 일분조$(K_1,\;O_1,\;P_1,\;Q_1)$의 조석도를 작성하였다. 수립된 $1/3^\circ$ 수치모형은 기존 수치모형에서 낮은 분해능으로 인하여 평가하지 못하였던 천해역 및 육붕해에서의 조석현상을 평가하는데 적용되었다 작성된 조석도는 기존의 수치모형 및 위성 고도계 자료로부터 작성된 조석도와 또, 심해의 일부 지역에서 관측된 조화상수와 상호 비교하였다. 세격자망에 의해 계산된 전지구 해양의 조석도는 위성을 통해 관측된 순간 해면 자료로부터 조석성분을 제거하여 시간에 따라 변화하지 않는 해면변위를 산정하는데 있어 유용한 자료로 이용될 수 있다.

• 대한원격탐사학회지
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• 제25권6호
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• pp.501-505
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• 2009

Quasi-linear bright features persistently appeared on ENVISAT ASAR images as well as X-SAR images along the tidal channels in Gyung-Gi Bay, Korea during the ebb tides. These features are induced by spatial backscatter variations caused by surface convergence (divergence) through the interaction between tidal currents and bathymetry. In order to validate this mechanism, a numerical tidal model simulation is performed on the realistic bathymetry with the tidal boundary conditions. The tide model reproduces the current convergence zone along the tidal channel during the ebb tides, which exactly coincides with the location of bright line features on SAR images.