평행한 벽 사이에 원형배관(circular pipeline)을 놓고 그 주위의 유동특성에 대한 수치연구를 수행하였다. 비압축성 유체를 가지고, Navier-Stokes 방정식을 풀었고 3차 풍상(upwind) 차분의 수치해법을 이용하였다. 한쪽 벽과의 거리가 매우 작아질 때, 볼텍스 떨어짐이 상당히 억압되는데 이것은 벽 경계와의 상호 박리 작용 때문으로 간수된다. 본 연구는 레이놀드 수의 변함과 물체가 벽에 접근함에 따른 볼텍스 떨어짐의 특성을 규명하는데 있다. 원형배관 후류와 평행벽내 유기된 박리의 상호작용을 집중적으로 다루며 서로 다른 조건에서 박리와 와역한(vorticity dynamics)의 특성을 해석하였다.

In order to make use of the protection effect against wind by the vegetation, it examined whether it should make what vegetation form and arrangement using the 2-dimensional non-hydrostatic model. When the foliage shielding factor increases, it becomes hard to take in protection effect against wind in a residential section. When it makes height of vegetation high, it becomes hard to take in protection effect against wind with height. In the comparison in the case where vegetation high is gradually made low toward wind-stream from a vegetation, and the case of making it low gradually, although former tends to receive the protection effect against wind by the vegetation, attenuation of wind velicity becomes large. In the comparison in the case where foliage shielding factor and distribution of density of leaf are gathered gradually toward wind-stream from a vegetation. It has been understood to evaluate to height the influence that the vegetation multi-layer model by which the heat revenue and expenditure in the direction of the vegetation height is considered is used, and to characterize the vegetation group by the parameter setting.

The purpose of this study is to estimate wet deposition flux and to investigate wet deposition characteristics by using the ADOM model. Wet deposition flux of highly reactive SO2 is estimated by applying observed meteorological parameters and concentrations of chemical species to the ADOM model. Wet deposition is largely dependent on large scale precipitation and cloud thickness. Wet deposition flux of sulfate depends on SO2 oxidation in clouds. When large amount of SO2 is converted to sulfate, deposition flux of sulfate increases, but wet deposition flux of SO2 is small. On the whole, the pattern of sulfate wet deposition flux agrees with the typical pattern of sulfate wet deposition that is high in the summer(July) and low in the winter(January).

The urban pollution if affected by local environmental, so it is necessary to consider area characteristics such as emission source and meteorological phenomena, in studying urban air pollution. Ulsan is laocated on south-east coast and has many industrial facilities, so many people have concerned about air pollution. This study contain conducting numerical simulation of air pollutant concentration considered land and sea breeze in Ulsan area with the numerical model.

Land-use types should be included in air pollutant diffusion model because a complex mixture of various land-use patterns with computational grid can make errors in calculation of several parameters. However, the air pollutant diffusion model has generally been treated with a uniform component with land-use type in each mesh because of the complexity of the simulation. This study presents a numerical simulation of the horizontal distribution of O3 dry deposition velocity during summertime in Busan metropolitan city. The calculation of the meteorological field was conducted using the land cover data. Simulation has been performed by the following two scenarios : (1) one with current land cover data, and (2) the other with only land and sea for the surface characteristics. The results from each scenario reveals considerable differences on the meteorological fields and these differences can cause changes in the calculation values of O3 deposition velocity.

A three-dimensional photochemical air pollution model considered advection, dispersion, photochemical reactions, and precipitation processes was developed. The calculated results of meteorological observation clearly exhibited geographical effects of Gwangyang Bay, in which land and sea breezes, mount-valley winds and local circular winds occurred. The observed results of daytime NOx concentrations were slightly higher than the calculated NOx concentrations in Yosu industrial complex, Gwangyang iron mill, and container yard. Eventually, the calculated NOx results generally agreed well with the observed ones.

A Numerical simulation on the thermal flow performance was carried out to propose the incinerator type for the domestic refuses and to investigate the design factor and operating conditions. The SSTI(Standard Stoker Type Incinerator) proposed in this study was modified from the type with central flow. It has the characteristics of good mixing between refuse and hot combustion gas in primary combustion chamber and between unburned gas inflowing and secondary air jet in secondary chamber. By predictive results, the SSTI was no recirculation zone in secondary chamber so that mixing time was increased with high residence time. It has good characteristics of combustion and low emission. Parametric screening studies have been understood with phenomenon of combustion in incinerator.

단일절리에서 2상유체의 거동을 모의하기 위해 개발된 수치모형의 검증을 위해서 상대투과계수 특성식을 수치모형에 적용하여 가스와 물의 동시거동을 해석한 후, 수치모의 결과를 모형실험결과와 비교하였다. 절리면의 거칠기와 간극의 크기에 댸한 민감도 분석을 실시한 결과, 가스의 이동속도는 절리면의 거칠기와 반비례하였으며, 절리간극의 크기와는 상대투과계수 특성식의 영향으로 단상유체의 흐름에서와 같은 간극크기의 제곱에 비례하는 향상은 보이지 않았다. 수치모형의 현장

본 연구에서는 단일절리에서 2상유체 동시거동을 해석하기 위해서 2차원 유한차분 수치모형을 개발하였다. 개발된 모형은 압력에 따른 점성의 변화가 포화도에 따른 상대투과계수의 변화를 절리간극의 크기별로 고려할 수 있다. 수치기법으로는 IMPES해법을 적용하여 물과 가스의 압력변화량과 포화도를 차례로 구하였다. 개발된 수치 모형에 이용할 상대투과계수의 특성식 도출을 위해서 일곱가지 경우의 평판모형실험을 실시하였다. 실험으로부터 도출된 상대투과계수 특성곡선은

For the purpose of predicting air pollutants concentration in Pusan coastal urban, we used an Eulerian model of flow and dispersion/chemistry/deposition process considering SST effects which estimate through POM. The results of air quality model including emission from various sources show that the seasonal variation pattern of respective pollutants was affected by the seasonal SST fields and local circulation. Horizontal deviation of diurnal SST was 2.5∼4K, especially large gradients in coastal region. Through numerical simulation of wind fields we predicted that local circulation prevailed during daytime in summer and nighttime in winter. So high concentration distribution showed toward inland in spring and summer seasons, while high concentration distribution showed at inland near coast in autumn and winter.

지진해일의 전파와 이에 부수되는 처오름과정에 관한 수치해석에 관하여 연구하였다. 먼저, 대양을 가로질러 전파하는 지진해일을 모의하는 전파모형과 해안선 근처에서의 처오름과정을 모의하는 범람모형에 대하여 서술하였다. 수치모형을 1760년 칠레 지진해일에 적용하여 지진해일의 전파과정과 하와이 힐로만에서의 범람을 수치해석하였다. 철로만의 최대범람구역을 결정하여 현장관측자료 및 다른 수치해석 예측과 비교하여 매우 만족할만한 결과를 얻었다.

Numerical simulation model using nesting method and considering topographic features was developed to predict atmospheric environments, atmospheric flow, temperature and diffusion of air pollutants in Kwangyang bay where having complex areas of point sources, Korea. In addition, developed simulation model was used tracing of spreading range of pollutants when a gas leaks suddenly from Yeo-cheon industrial complex. By comparing the measured and calculated data on atmospheric flow, temperature and diffusion of air pollutants, the results showed that this model can be well applied and complicated topography affected the diffusion of air pollutants.

It is very important to interprete and simulate the variation of phytoplankton maximum region for the prediction and control of red tide. This study was composed of two parts, first, the hydrodynamic simulation such as residual current and salinity diffusion, and second, the ecological simulation such as phytoplankton distribution according to freshwater discharge and pollutant loads. Without the Nakdong river discharge, residual current was stagnated in inner side of this estuary, and surface distribution of salinity was over 25psu. On the contrary, with summer mean discharge, freshwater stretched very far outward and some waters flowed into Chinhae Bay through the Kadok channel, and low salinity extended over coastal sea and salinity front occurred. From the result of contributed physical process to phytoplankton biomass, the accumulation was occurred at the west part of this estuary and the Kadok channel with the Nakdong river discharge. When more increased input discharge, the accumulation band was transported to outer side of this estuary. The frequently outbreak of red tide in this area is caused by accumulation of physical processes. The phytoplankton maximum region located inner side of this estuary without the Nakdong river discharge and with mean discharge of winter, but it was moved to outer side when mean discharge of the Nakdong river was increased. The variation of input concentration from the land loads was not largely influenced on phytoplankton biomass and location of maximum region. When discharge was increased, phytoplankton maximum region was transferred to inner side of the Kadok channel. On the other hand, when discharge was decreased, phytoplankton maximum region was transferred to inner side of this estuary and chlorophyll a contents increased to over 20㎍/L. Therefore, if any other conditions are favorable for growth of phytoplankton, decrease of discharge causes to increase of possibility of red tide outbreak.

The estuary of Nakdong river is very influenced by the freshwater contained nutrients and organic materials. The response results of these influences are eutrophication and red tide outbreak in this region. Concentration of chlorophyll a was 0.78∼62.55㎍/L in February, 1.20∼21.29㎍/L in April, 1.88∼188.35㎍/L in June, and 0.78∼11.21㎍/L in August, respectively. The decrease of chlorophyll a is considered that residence time is shorten by increase of freshwater discharge, and unfavorable growth condition of phytoplankton is created by diffusion of low salinity and increase of turbidity. The phytoplankton maximum region located inner side of this estuary during winter season, whereas it was moved to outer side when mean discharge of the Nakdong river was increased. Therefore, the variation of phytoplankton maximum region was affected by input discharge from the Nakdong river basin.

금강에 위치한 부여취수장 부근에서의 유사이송을 모의하기 위해서 2차원 유한요소모형(RMA)이 적용되었다. 다양한 유량조건하에서 하상변동에 관한 모의수행결과는 과거 이 지역에서의 실측된 값과 잘 일치하였다. 본 연구에서 하도부의 개선과 취수구 부근의 하상저하를 위한 대안으로서 수제공 설치와 밤섬제거가 고려되었다. 수제공의 설치에 다라 좌안쪽으로 주흐름이 변환되었으며, 전 영역에 걸쳐서 비슷한 폭을 가진 하도가 형성되었다. 12,030{{{{ { m}^{3

본 연구는 토양 및 지하수 오염의 정화방법으로써 토양증기 추출법을 이용할 경우, 이의 효율적 운용을 위하여 추출공 주변에 차단벽을 설치할 경우, 추출펌프유량의 크기 및 펌프가동의 형태 등이 제거효율에 미치는 영향을 평가하기 위하여 수치해석을 이용하여 검토하였다. 그 결과 추출공 주위에 차단벽을 설치할 경우 및 추출펌프의 운용을 단속적으로 실시하였을 경우, 추출공 주변에 고농도의 가스분포를 밀집시킴으로 인해 고농도의 가스를 제거할 수 있게 되어 제거율이

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 in western coastal area for Korean peninsula. The first stage is three dimensional time-dependent local wind model which gives the wind field and vertical diffusion coefficient. The second stage is advection/diffusion model which uses the results of the first stage as input data. First, wind fields on Korean peninsula for none synoptic scale wind 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.

This study is concerned with properties of a thermal convection in a stably stratified Boussinesq fluid caused by partial heating at the lower boundary. For this purpose, two-dimensional, nonrotating system was employed. If the heating is very strong, convection takes the form of a turbulent plume. Otherwise, remains laminar. If the partial heating at the bottom boundary is symmetric, the convection takes the form of axisymmetric with respect to the z-axis. but heating form is not so significant as to alter the main features of the horizontal convection. The convective motion consists of two-cell with the convergence in the lower layer at the center of the partial heating area. The temperature perturbation is characterized by the temperature `Cross-Over` over the partial heating area. These features are cleared according to the increase of temperature difference between the center and side part of the bottom boundary.