• 한국해양학회지
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• v.23 no.3
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• pp.130-145
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• 1988

Spatial distribution and temporal variations of phytoplankton population were investigated in Ch$\check{o}$nsu Bay, the Korean western coast. Diurnal fluctuations of phytoplankton standing crop are associated with semidiurnal tidal cycle, as high concentration at low tide and low at high tide. In monthly variations of phytopolankton standing crop, the 1st peak occurrs in March and the 2nd one in August. The study area could be divided into two parts, outer bay and inner bay according to the physical and biological factors such as water temperature and salinity, and phytoplankton distribution patterns. The northern waters of the bay, however, may be affected by irregular fresh water influx through the lock of the dike. Because of the hydrographical differences among the surveyed stations, phytoplankton species succession patterns of each station have some differences. On the whole in this study area, Paralia sulcata and Skeletonema costatum are dominant species all the year round. However, except June, Paralia sulcata, a tychopelagic diatom is not dominant species at Station 6 (northern end of the bay). This seems to be caused by the fact that the waters of northern part of the bay is less turbulent than that of the outer bay. The result of principal component analysis (PCA) indicates that Ch$\check{o}$nsu Bay is normal coastal ecosystem where the environmental conditions are cycled in a year, and water temperature and nitrogenous nutrients such as nitrate, nitrite and ammonia are major factors to influence the annual cycle of environmental conditions.

• Journal of Korea Water Resources Association
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• v.36 no.6
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• pp.937-947
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• 2003

A shoreline, which has no the water depth, moves continuously as waves rise up and recede. Therefore, a special boundary treatment is required to track properly the movements of the shoreline in numerical modeling of the behavior of tsunamis or tides near a coastal zone. In this study, convective terms in nonlinear shallow-water equations are discretized explicitly by using a second-order upwind scheme to describe a moving shoreline more accurately. An oscillatory flow motion in a circular paraboloidal basin has been employed to validate the performance of the developed numerical model. Computed results of instantaneous free surface displacements are compared with those of analytical solutions and existing numerical solutions. The run-up heights in the vicinity of a circular island have also been calculated and obtained numerical results have been shown against available laboratory measurements. A good agreement has been observed.

• Korean Journal of Weed Science
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• v.11 no.3
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• pp.159-166
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• 1991

Seven oxyfluorfen formulations were tested for control of 8 weed species and rice injury under four different water depths with various ages of rice seedlings. Among formulations tested, rice injury was slight by formulations of Elvan, Coal Slag, Chitosan and Bentonite B under 0 cm or shallow water depths, and by those of Elvan and Coal Slag under deep water conditions. Weed control was high by Bentonite A and B, and Chitosan, and was low by Elvan. Coal Slag and Sand coated oxyfluorfen, if the target weeds of oxyfluorfen are annual species, further development of Elvan, coal slag, chitosan and Bentonite A would be controlled to increase control efficacy or to decrease rice injury.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1206-1210
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• 2006

본 연구에서는 천수방정식을 지배방정식으로 하고, 유한 체적법에 기반을 둔 FLUMEN 수치모형을 이용하여 홍수범람 모의를 수행하였다. 본 연구의 대상유역은 평택시 내에 있는 상수침수지역인 안성천과 통복천의 합류지점을 선정하였다. 대상유역에서 외수침수의 조건으로 범람이 되었을때와 도시유출(urban runoff)경계조건을 가미하여 내수침수로 인해 도시내 침수가 발생했을 시에 모의된 침수결과를 비교.검토하였다. 또한 도시유출로 인한 내수침수시에 도시내 배수펌프의 원활한 작동유무의 영향을 모의하였다. 모의된 결과를 살펴보면, 외수침수만을 고려하여 모의된 결과와 내수침수 조건을 가미한 모형의 결과는 도시내 침수면적과 침수심에서 확연한 차이가 나타남을 알 수 있었다. 또한 배수펌프의 유무에 따라 도시내의 침수심 부분에 있어서 많은 차이를 보임을 알 수 있었다. 본 모형의 결과는 향후 실제 지형에서의 홍수 피해를 예측하는 경우 하천 범람과 더불어 근래의 급격한 도시화에 따른 도시유출을 동시에 감안하여 그 피해를 최소화 할 수 있는 기초자료로 이용되어 질 수 있을 것으로 사료된다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.13 no.2
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• pp.100-108
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• 2001

Along the shoreline a special treatment is required to simulate movement of periodic waves such as tsunami and tide because of continuous movement of shoreline as waves rise and recede. A moving boundary treatment is first proposed to track the movement of shoreline in this study. The treatment is then employed to obtain a maximum inundation area to be used for mitigation of coastal flooding. The obtained maximum inundation zone for a specific location is compared to that of available observed data. A reasonable agreement is observed.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.9 no.2
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• pp.63-71
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• 1989

The objective of this study is to enhance the reliability of the computed results by setting up of an improved treatments onto the open boundary condition for tidal motion in finite domain. By the $L^2-norm$ and RMS error tests, it was revealed that Sommerfeld's radiating condition gives better result than a forced boundary condition. In the numerical tests for a long wave in a simplified rectangular bay, it was found that the computational accuracy of the newly improved technique to the Sommerfeld condition, suggested in this study with the 2 dimensional shallow finite element model, could be improved by 30% of RMS error to the existing Sommerfeld condition.

• Journal of the Korea Computer Graphics Society
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• v.25 no.5
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• pp.21-30
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• 2019

We propose a physical simulation method based on the shallow water equation(SWE) to represent water surface effectively. In this paper, the water which can be represented has a much larger width compared to the depth does not have a large vertical direction flow. In order to calculate the water flow efficiently, we start with the shallow water equation as the governing equation, which is a simplified version of the Navier-Stokes equation. In order to numerically calculate the advection term of the SWE, we introduce a new conservtive USCIP(CUSCIP) method which improves the Constrained Interpolation Profile (CIP) method to preserve the physical quantity while increasing the numerical accuracy. The proposed method is based on Kim et. al.'s Unsplit Semi-lagrangian CIP[9], and calculates advection term with additional constraints on term that consider integral values. The experimental results show that the CUSCIP method is robust to the loss of physical quantity due to numerical dissipation, which improves wave detail and persistence.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.2
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• pp.73-78
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• 2010

Wave energy is dissipated mainly by friction on the seabed until the waves reach the surf zone. Many researchers have investigated the mechanism of wave friction and the bottom shear stress induced by wave motion at a certain point is now well estimated by introducing the wave friction factor related to the near bed velocity given by linear wave theory. The variation of wave energy or wave height over a long distance can be, however, estimated by an iteration process when the propagation of waves is strongly influenced by bed friction. In the present study simple semi-theoretical equation has been developed to compute the variation of wave height for the condition of wave propagation on a constant beach slope. The ratio of wave height is determined by the product of shoalng factor and wave height friction factor (frictional wave energy dissipation factor). The wave height estimated by the new equation is compared with the wave height estimated by the solution of numerical integration for the condition that the waves propagate on a constant slope.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1996.10a
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• pp.38-41
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• 1996

심해에서 풍파의 형성은 주로 바람에 의한 마찰력과 파와 파간의 상호간섭 그리고 white capping 현상등에 의한 1차 에너지 손실에 의하여 이루어지며, 파의 변이는 주로 이상의 세 가지 물리현상에 좌우된다. 이러한 심해역에서의 파의 변이를 해석할 때 굴절, 회절 및 마찰손실 등에 의한 천해역 현상은 무시할 수 있으며 풍파의 형성은 주로 바람 조건에 좌우된다. 그러나 파도가 일단 심해역에서 천해역으로 들어오게 되면, 천수, 굴절, 회절 및 마찰손실 등에 의하여 급격하게 변이한다. (중략)

• KOREAN POULTRY JOURNAL
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• v.42 no.7
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• pp.118-120
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• 2010

경기도 포천시에서 21년째 육계를 사육하는 농장이 있다. 4만5천수 사육에서 금년 초 11만수 규모의 최신식 무창계사를 신축해 첫 출하한 초가농장을 소개하고자 한다. 친환경 사육조건을 갖춰 청정육을 공급하고자 무항생제 인증과 HACCP인증을 준비 중인 이 농장은 최신식 계사 설비나 주변 환경 등 내 외부 청정화 사육환경을 조성해 아름다운농장 가꾸기를 실천하고 있다. 대한양계협회 포천채란지부장이자 포천축협 감사 등 지역 양계산업 발전을 위해 활동하는 초가농장 정영상 대표를 만나 보았다.