• Journal of Korean Society of Coastal and Ocean Engineers
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• v.10 no.4
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• pp.165-173
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• 1998

Analytical solutions to predict the movement rate of submerged mound are derived using the convection coefficient and the joint distribution function of wave heights and periods. Assuming that the sediment is moved onshore due to the velocity asymmetry of Stokes' second order nonlinear wave theory, the micro-scale bedload transport equation is applied to the sediment conservation. The nonlinear convection-diffusion equation can then be obtained which governs the migration of submerged mound. The movement rate decreases exponentially with increasing the water depth, but the movement rate tends to increase as the spectral width parameter, $ u$ increases. In comparison of the analytical solution with the measured data, it is found that the analytical solution overestimates the movement rate. However, the agreement between the analytical solution and the measured data is encouraging since this over-estimation may be due to the inaccuracy of input data and the limitation of sediment transport model. In particular, the movement rates with respect to the water depth predicted by the analytical solution are in very good agreement with the estimated result using the discritization technique with the hindcast wave data.

• Journal of Soil and Groundwater Environment
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• v.8 no.1
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• pp.35-41
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• 2003

Laboratory procedures are available for estimating contaminant migration from sediment into caps by diffusion, but diffusion may not be the major process affecting capping effectiveness. Movement of contaminated pore water from sediment into caps due to sediment consolidation during and after cap placement may be much more significant than contaminant diffusion into caps. To verify this phenomenon, model tests were conducted by utilizing a research centrifuge. In this study, test was modeled for 22.5 hours at 100 g, which modeled a contaminant migration time of 25 years for a prototype that was 100 times larger than the centrifuge model. Centrifuge test results illustrate that advection and dispersion due to consolidation are dominating the migration of contaminants.

• Journal of Environmental Science International
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• v.7 no.4
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• pp.511-522
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• 1998

The two-stage numerical model was used to study the relation between three-dimensional local wind seal area for Korean peninsula. The first stave is three dimensional time-dependent local wind model which elves the wind field and vertical diffusion coefncient. The second stage is advection/duusion model which uses the results of the first stage as input data. First, wand fields on Korean peninsula for none synoptic scale wand showed typical land and sea breeze circulation, and the emitted particles were transported by sea breeze for daytime, emissions return to sea by land breeze for nighttime.

• Journal of Korean Society for Atmospheric Environment
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• v.18 no.1
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• pp.1-10
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• 2002

A three-dimensional numerical model which involved the nesting method was developed to reproduce the wind circulation of Kwangyang Bay area which comprises complicated mountains and sea topograph. The calculated results indicated geographical effects of Kwangyang Bay area, sea/land breezes and mount-valley wind which are local circular winds. We also noticed that the northern inland area of Kwangyang Bay formed the very complex wind systems under the influence of such geographic effects when a land breeze was not formed. A good agreement was found between predicted and observed values of temperature. In addition, the calculated results of the wind direction and the wind velocity are in accord with the observed values. They showed only a slight difference in between predicted and the observed values, when the sea breeze and the land breeze are changing.

• Journal of Korean Society for Atmospheric Environment
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• v.12 no.1
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• pp.29-41
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• 1996

The two-stage numerical model was used to study the relation between three-dimensional local wind model, advection/diffusion model of random walk method and second moment method on Pusan coastal area. The first stage is three dimensional time-dependent local wind model which gives the wind field and vertical dirrusion coefficient. The second stage is advection/diffusion model which uses the results of the first stage as input data. First, wind fields on Pusan coastal area for none synoptic scale wind showed typical land and sea breeze circulation, and convergence zone occured at 1200LST in northern of domain, in succession, moved northward of domain. Emissions from Sinpyeong industrial district were trasnported toward the inland by sea breeze during daytime, and reached the end part of domain about 1800LST. During nighttime, emissions return to sea by land breeze and vertical diffusion also contributes to upward transport. In order to use this model for forecast of air pollution concentration on the Pusan coastal area, it is necessary that computed value must be compared with measured value and wind fields model must also be dealt in detail.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.23 no.9
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• pp.1163-1171
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• 1999

Superdiffusive transport motions of passive scalars are numerically considered for various advection velocity fields. Calculated exponents ${\alpha}$ in the superdiffusion-defining relation ${\sigma}^2(t){\sim}t^{\alpha}$ for model flow fields agree to the theoretically predicted values. Simulation results show that the superdiffusion takes place as the tracers' motion become less random, compared to their motion at the pure molecular diffusion. Whether the flow field is random or not, degrees of superdiffusion are directly related to the velocity autocorrelation functions along the tracers Lagrangian trajectories that characterize degrees of randomness of the tracers' motion.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 1999.10a
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• pp.181-182
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• 1999

배출원에서 배출된 대기오염물질은 바람장에 의해 대기 중에서 이류 및 확산되므로 바람장에 대한 보다 정확한 이해와 재현(characterization) 및 예측(prediction)은 대기오염 연구에 필수적이라고 할 수 있다. 대기오염 모델에 사용되는 기상 자료는 진단적 방법 또는 예단적 방법에 의해 산출될 수 있는데 진단적 방법보다는 예단적 방법이 자료의 시ㆍ공간적 제약이 적으므로 예단적 방법을 선호하는 추세이다.(중략)

• Proceedings of the Korea Air Pollution Research Association Conference
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• 1999.10a
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• pp.156-159
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• 1999

역사적으로 악명 높은 대기오염 사고인 뮤즈 계곡(Meuse valley; 1930년 벨기에), 도노라(Donora; 1948년 미국), 런던(London; 1952년 영국) 등의 사례에서 보듯이 대기오염은 기상 상황과 불가분의 관계를 맺고 있음은 주지의 사실이다. 대기오염 모델링에서도 사용된 기상 자료의 정확도가 대기오염 수치모의의 신뢰도를 좌우한다고 해도 과언이 아닌데, 기상 자료 중 바람장은 대기오염 물질의 이류 및 확산을, 온ㆍ습도장은 광화학 반응을 결정하는 중요한 요소이다.(중략)

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.477-477
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• 2011

본 연구에서는 연안내 오염물질 이동 및 확산 특성을 파악하기 위하여 실내조파모형장치를 제작하고 Nacl을 이용한 염료실험을 실시하였다. 제작된 실내조파모형장치를 이용하여 재현된 조석파는 주기 2초, 파고 3cm의 일정한 주기와 파고를 형성하는 규칙파로 재현하였다. 또한 반사파의 영향을 최소화하기 위하여 상류단에 감쇄역을 설치하였으며 유속의 변화에 따른 염료의 이동 확산특성을 분석하기 위하여 동일조건에서 유속변화를 달리하여 2회 실험하였다. 또한 추적자로 사용된 Nacl은 실험전 일정한 농도로 희석하여 사용하였으며 추적자의 실시간 농도관측을 위하여 세창인스트루먼트 제품 CPC-401(휴대형 다항목 측정장치)을 방출지점에서 일정한 간격으로 4개 지점에 설치하여 1초간격의 농도데이터를 수집하였다. 수집된 CPC-401의 농도데이터 분석결과 염료의 이동 방향은 방출지점에서 하류단 지점으로 이동하였으며 유속의 변화에 따른 최대농도 값의 변화는 적었으나 염료의 지속시간 변화는 뚜렸하게 나타났다. 이는 난류확산 보다는 유속 변화로 인한 이류가 크게 작용함을 알 수 있었다.

• Journal of Korea Water Resources Association
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• v.33 no.2
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• pp.181-193
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• 2000

This paper presents the flow and the suspended sediment movement over ripples for oscillatory flows. A new numerical model system is developed, and applied to a laboratory experimental condition of regular waves and a fictitious condition of irregular waves. The flow field is obtained from a programme proposed by Kim et. al.(1994), which is a modified version of SOLA based on SMAC scheme. The sub-model solves the continuity and Reynolds momentum equations in the x-z plane. The wave orbital velocities, shear stresses, and pressure are all reasonably reproduced by the model. The model results on the vertical velocity component show good agreement with the measurements. The suspended sediment transport sub-model is newly set up to solve the advection-diffusion equation of suspended sediment using a split method, and involving a special shear entrainment from the whole ripple surface. The calculated suspended sediment concentrations for regular waves show reasonable agreement with measurements at Deltaflume. The model results for random waves show that the suspended sediment concentration is higher than those for regular waves and that the sediment diffuses higher than for regular waves with the significant wave height and the peak wave period of the irregular waves.