• Journal of Korean Society of Coastal and Ocean Engineers
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• v.7 no.2
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• pp.148-155
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• 1995

For an accurate prediction of the temperature Held induced by surface discharge of heated water into an ambient cross-flow field. a three-dimensional near-field numerical model using k-$\varepsilon$ turbulence clousure is developed Rather restricted as it is, the numerical results of the model agree well with the experimental data. The developed model simulates quite adequately the stratification, gravitational lateral spreading, and upward entrainment of thermal jet which cannot be simulated by a depth-integrated two-dimensional numerical model, as well as the interaction with cross-flow.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.6 no.1
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• pp.12-22
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• 1994

Time evolution of linear water waves on a constant depth generated by a disturbance is analyzed by asymptotic methods; stationary phase, steepest descents and leading wave approximation. In order to verify the derived formulae of surface displacements for 1-D and 2-D waves. surface displacements are calculated and plotted from both the formulae and a numerical integration. The existing results for surface displacements are verified in which the leading amplitude of 1-D waves during the evolution decays as f- T/B, the rest of the wavetrain as t$^{-1}$ 2/ and the rest of the wavetrain of 2-D waves as t-1. But it is shown that the leading amplitude of 2-D waves decays as t 5/6 which is different from Kajiura's result t$^{-4}$ 3/.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.7 no.2
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• pp.176-197
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• 1995

Two-dimensional and three-dimensional structures of tidal currents on southeastern waters of Korea off Kyungnam coast were investigated via a series of numerical models based on dynamic principles. With a two-dimensional tidal model, tidal regimes of major eight tidal constituents (M$_2$, S$_2$, K$_1$, O$_1$, N$_2$, K$_2$, P$_1$, Q$_1$) were computed. Model results showed that the computed results were in good agreement with coastal observations. On the basis of these results the model was further improved to compute three-dimensional structure of tidal current in inner Jinhai and Masan Bay regions of the model area where severe pollutions occur due to red tide by combination of the previous two-dimensional model and inner three-dimensional model. For this work, three-dimensional Galerkin-Spectral model and two-dimensional depth-integrated model are dynamically combined by the method presented by Davies (1980). In addition to the previous work by Davies, the advective term and quadratic bottom friction term are included in present Three-dimensional numerical model. The computed results of M$_2$ tidal current ellipses with respect to depth showed general agreements with those of current observations by KORDI (1990).

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.5 no.2
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• pp.91-98
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• 1993

A two-dimensional turbulence model for the surface discharge of heated water into cross-flow field has been developed. The depth-averaged continuity, momentum and temperature equations, are solved by an efficient finite-difference procedure known as SIMPLE. Turbulent stresses and heat fluxes are determined from a depth-averaged version of the $textsc{k}$-$\varepsilon$ equation. Results of test run clearly demonstrate its effectiveness in handling strong turbulent phenomena in very shallow near-field region.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.6 no.4
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• pp.421-438
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• 1994

Vertical distribution of tidal currents in the Korea Strait is computed by a tree-dimensional tidal model. The results are presented in the from of tidal charts (coamplitude and cophase chart) and (tidal ellipses charts for eight tidal constituents (M$_2$, S$_2$, $N_2$, $K_2$, $K_1$, $O_1$, P$_1$, Q$_1$) and of harmonic constants for predictions of tides and tidal currents during specified duration in the region. The computed tides were in general agreement with coastal observations and observation-based tidal charts of Odamaki (1989). Comparison between model computation and current observation by RIAM were also presented.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1992.08a
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• pp.114-117
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• 1992

2차원 수조에서 조파기를 정현파형으로 가동시키면 조파기에서 멀리 떨어진 점에서는 초기의 천이과정을 거쳐 상당한 시간이 경과한 다음 파고와 주기가 일정한 정현파가 전파되어 나간다. 초기의 천이과정에는 비교적 파장이 긴 파성분이 전파하며 감쇄하는데, 이 파성분은 정상파형과 다른 특성을 보인다.(중략)

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1992.08a
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• pp.29-33
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• 1992

1983년 5월 26일 추전(Akida), 청삼(Aomori)현 서측의 해저에서 발생했던 동해 중부지진 쯔나미를 자세히 산정하기 위한 시도를 수행한다. 초기조건으로 Mansinha ＆ Smylie의 단층기형에 의한 수면상승을 정의하였고, 2차원 구면좌표계 상에서 모형을 구성하였다.(중략)

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1991.07a
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• pp.69-72
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• 1991

2차원 수조에서 조파기를 정현파형으로 가동시키면, 조파기에서 멀리 떨어진 점에서는 초기의 천이과정을 거쳐 파고와 주기가 일정한 정면파가 전파되어 나간다. 초기의 천이과정에서는 비교적 파장이 긴 파성분이 전파하며 감쇄하는데, 이 파성분은 정상파형과 다른 특성을 보인다.(중략)

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1998.09a
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• pp.24-30
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• 1998

고도의 산업발달은 인간환경과 밀접한 하구와 해안의 오염을 심화시켜 최근 사회적 문제로 대두되고 있으며, 이에 오염물질의 이동을 예측하고 제어하려는 노력이 꾸준이 진행되어 왔다. 이 같은 노력은 수치모형을 이용한 수질관리 연구에도 많은 진전을 가지고 왔으며, 오일러적 모형, 라그랑쥐적 모형, 오일러-라그랑쥐 적 모형이 대표적이다. 오일러-라그랑쥐적 모형은 이류에 대해 라그랑쥐적 방법, 확산에 대해 오일러적 방법으로 해석함으로서 각 방법들의 장점을 취하여 수치적 진동, 수치적 확산이 적고 효율성이 뛰어나 최근 많이 연구되고 있다. (중략)

• Journal of Korean Society for Geospatial Information Science
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• v.12 no.2 s.29
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• pp.11-15
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• 2004

Based on Geo-Spatial Information System(GSIS), we tried to develop three dimensional road simulation system of coastal region considering landscape in Jeju island. The 1:5000 digital map, microstation CAD and Inroads road design programs were used to design coastal road. To estimate landscape effect of the three dimensional road visual simulation we implemented three types road simulations that are the trees planted, the flowers planted and the trees and flowers planted road, respectively. From the study, we found that the three dimensional virtual technique was very useful tool to design the road considering landscape effect in ocean view terrain and to estimate the reasonable road characteristics.