A three-dimensional digital image processing technique is proposed to quantitatively predict the dispersion phenomena of oil droplet onto the surface of the water. This technique is able to get the dispersion rate of an oil droplet three-dimensionally just below the surface of the water over time. The obtained dispersion rate obtained through this technique is informative to the investigation into the relationship among the gravity, surface tensions between oil, water, and air. This technique is based upon the three-dimensional PIV(Particle Imaging Velocimetry) technique and its system mainly consists of a three CCD(Charge Coupled Device) cameras, an image grabber, and a host computer in which an image processing algorithm is adopted for the acquisition of dispersion rate oil an oil droplet.

시설하우스에 이용되는 시설자재의 규격화와 품질개선을 유도하기 위하여 피복자재의 종류별, 두께별로 물리적 기계적 특성을 시험 분석하였다. 피복재의 물리적 기계적 특성은 충격강도, 인장 인열강도 및 파장별 투과율을 측정하였으며, 시험한 결과를 요약하면 다음과 같다. 1. 다트식 낙추시험에서 연질필름의 충격 강도는 피복재가 두꺼울수록 파괴하중이 증가하여 50% 파괴수준의 하중이 158-213g 범위에 있었으며, LDPE 필름이 대체로 높게 나타났다. 2. 충격파괴정도를 보면 전혀 파괴되지 않는 최대 충격하중이 62-192g 범위였으며, 0.05mm에 비해 0.1mm 두께의 필름이 충격에 견디는 힘이 1.8-3.2배 더 강한 것으로 나타났다. 3. 인장하중은 0.95-2.22kg 범위로 피복재 길이 방향이 높고, LDPE 필름이 높게 나타났으며, 신장율은 345-1020% 범위로 길이보다 폭방향이 1.4-2.7배 더 신장되는 것으로 나타났다. 4. 인열강도는 80.S-121.7kg/cm의 범위로 LDPE 필름이 높고 EVA가 낮은 것으로 나타났으며, 길이방향보다 폭방향이 더 큰 값으로 나타났다. 5. 연질필름의 종류별 광투과특성은 자외선 영역에서 87-92%로 큰 차이가 나타나지 않았으나 가시광선 영역에서 높은 투광율을 나타내었다.

The structure and change of the salinity front formed by the outflow of Keum River into the adjacent sea is investigated through the analysis of some possible data. The outflow of the river has no peculiar direction and controlled by the various factors. The analysis of data which are obtained at March and October show that at March, the salinity front is weakened as compared with October. The outflow pattern is not uniform but varies significantly with time period less than one week.

In this study, the bathymetric data acquired from 2018 to 2020 and the precipitation and suspended sediment data were analyzed for changes in bathymetry owing to the discharge from the Nakdong River barrier and environmental factors, especially the torrential rain in 2020. Sediment erosion and deposition processes are repeated because of complex environmental factors such as discharge from the Nakdong River barrier and the influence of waves generated from the external sea. In the first half of the year after the dry season, bathymetric data showed relative erosion trends, whereas in the second half after the flood season, deposition trends were identified owing to the increase in sediment transport. However, the data from the second half of 2020 showed a large amount of erosion, resulting in tendencies different to those of erosion in the first half and deposition in the second half of the year. This result is judged to be influenced by the weather in the summer of 2020. The torrential rain in the summer of 2020 resulted in a higher force of erosion than that of deposition. In summary, the tendency for erosion is more significant than that of sedimentation, especially in the main channel area of the Nakdong River.

중공슬래브는 슬래브의 자중을 감소시킴으로써 콘크리트 하중을 제어하여 수직 구조 부재 하중 및 지진 하중의 양을 감소시키는 바닥구조시스템이다. 중공슬래브는 슬래브의 자중을 획기적으로 줄일 수 있지만 슬래브 내부의 중공부로 인하여 휨 및 전단강도가 감소하기 때문에 구조 성능의 예측이 매우 중요하다. 중공슬래브에 관한 국내외의 많은 연구에도 불구하고 일방향 중공슬래브의 전단보강에 따른 전단강도에 관한 연구는 많이 이루어지지 않고 있다. 따라서 본 연구에서는 전단보강 유무에 따른 일방향 중공슬래브의 파괴양상 분석과 산정식의 전단강도와 실험값의 전단강도의 비교를 통하여 일방향 중공슬래브의 전단보강의 필요성에 대해 검증하고자 한다.

본 연구에서는 유입유사에 따른 저수지 내 퇴사 분포를 정량적으로 분석하고 효율적인 저수지 관리를 위하여 2차원 수리 유동 모형인 RMA-2와 유사이송 모형 SED2D를 사용하여 76년 장기 퇴사분포를 예측하였다. 모형의 입력 자료인 수위-유량자료는 한국수자원공사에서 관측한 실시간 자료를 활용하였으며, 유사량 자료는 한국수자원공사에서 개발한 K-DRUM 모형을 사용하여 대상영역의 유사량 값을 산정하여 적용하였다. 또한 갈수기시 저수지내 단면 코어채취를 수행하여 퇴적깊이를 모형 결과와 비교하였다. 검증결과 저수지 내 퇴적깊이는 비교적 실측값과 유사하게 나타났다. 장기 퇴사분포예측은 2012년 실측한 지형자료를 시작단면으로 하여 2088년까지 76년간 모의를 수행하였다. 모의결과 합천댐 상류구간에서 1.63~1.26m, 하류구간에서 1.45~0.007m의 퇴적층이 형성되었으며, 전체적으로 침식보다 퇴적이 우세한 결과를 보였다.

In this study, the necessity of shear reinforcement for one-way voided slab is verified through the experiment. The shear reinforcement for one-way voided slab needs to be considered for improvement of its structural performance, according to analysis results about the shear strength and the failure mode of its specimens.

Long span arch structure is composed of arch as relatively flexible structure and column as relatively rigid structure. In this study, the characteristic of dynamic response is analyzed according to the dynamic characteristics between arch and columns. The result of analysis for arch as relatively vertical vibration mode is dominant, the influence of columns mainly appears at relatively high frequency band according to increase of 1st mode frequency in column.

The shear behavior of reinforced concrete structure is one of the difficult problems that are not identified theoretically clearly yet despite the efforts of researchers for several years. Since bending and shear strength of hollow slab may decrease due to hollow part inside slab, prediction of such structure performance is very important. In this study, the shear behavior of one-way hollow slab were analyzed through experiment to conduct study on estimation of shear strength, and after comparative evaluation of structure performance based on experiment results.

In case of spatial structures with different ground condition or time lag occurred by earthquake velocity, multiple support excitation may be subjected to supports of a keel arch structure. In this study, the response of the keel arch structure under multiple support excitation are analyzed by means of the pseudo excitation method. Pseudo excitation method shows that the structural response is divided into two parts, ground displacement and structural dynamic response due to ground motion excitation. It is known that the seismic responses of spatial structure under multiple support excitation are different from those of spatial structure under unique simple excitation.

The existing evaluation method of flexural strength of the hollow slab considering only compressive zone above the hollow part is conservatively evaluated. In this study, the practical compressive zone of the hollow slab are considered to evaluate its flexural performance according to neutral axis location

Simulation model for diffusion of oil spill is developed. The model can perform real time simulation in the case of oil spill accident in the ocean. The model consists of three dimensional ocean circulation model and model for diffusion of oil spill. Real time flow fields which are used in the calculation of advection of oil spill are obtained in the three dimensional ocean circulation model. The model for diffusion of oil spill includes the evaporation dissolution emulsification and downward diffusion. For the verification of the model it is applied to the oil spill from the accident of Sea Prince. The results shows good agreement.

Gamcheon Bay has complicated and unique flow pattern which is affected by topography characteristics of a semi-closed bay and warm water discharge from the power plant located at the bay. It is very important to consider warm water discharge with tidal period and wind effects, which are mainly acting on the surface flow patterns in Gamcheon Bay. The results of observation show as follows; i) Because Gamcheon bay has much elongated shape to the north-south direction and narrow entrance with two separated breakwaters, the flow is very weak inside the bay. ii) The main flow path is at the west side of the bay. The direction of flood current is northward along the west side of the bay and the direction of ebb current is southward along the west side of the bay. The southward direction of warm water discharge has curved to the west side of the bay. iii)At the period of flood current for neap tide, the flow direction is southward in the bay, which is thought by the effects of warm water discharge. But at the bottom layer, the effects of tidal current reached to the middle of the bay, and showed features like eddy. iv) The wind effect is very strong, especially, prominent in the west and east side of the bay.

Copeland’s(1985) hyperbolic mild-slope equation including diffraction refraction and reflection in the wave field is used as a governing equation in this study. The result of Maruyama & Kajima(1985) is used to calculate wave direction and that of Watanabe & Maruyama(1986) is used as a energy dissipation formula. Numerical solutions are obtained by the Leap-Frog scheme and compared with Watanabe & Maruyama’s (1984) hydraulic experimental results and numerical simulation results for the detached breakwater. This wave model is applied to a detached breakwater and compared with Watanabe and Maruyama’s (1984) hydraulic model results to check the characteristics of reflected wave field around a detached breakwater. The distribution of wave height and we phase in front of a detached breakwater is more accurate than the Watanabe and Maruyama’s numerical results. The results from our wave model show good agreements with the others and also show nonlinear effects around the detached breakwater. This model is applied to the Gamcheon harbor of pusan. the field observations were carried out at Pusan harbor wave station in 1986-1995 and the results were accepted as a design wave condition in this study. The wave height and wave period was measured by Dong-A university at one station in the Gamcheon harbor in 1996-1997 and used as a calibration criterion. The measured data were used as input data for the numerical simulation and also compared with simulated results. The numerical simulation shows a fairly good results which considering the effect of topographic characteristics and effect of narrow entrance due to two separated breakwaters in Gamcheon harbor. The wave distribution characteristics inside Gamcheon harbor is quite different with the offshore wave direction and wave period.

A digital image processing technique which is able to be used for getting the velocity vector distribution of a surface of the spilt oil in the ocean without contacting the flow itself. This technique is based upon the PIV(Particle Imaging Velocimetry) technique and its system mainly consists of a high sensitive camera, a CCD camera, an image grabber, and a host computer in which an image processing algorithm is adopted for velocity vector acquisition. For the acquisition of the advective velocity vector of floating matters on the ocean, a new multi-frame tracking algorithm is proposed, and for the acquisition of the diffusion velocity vector distribution of the spilt oil onto the water surface, a high sensitive gray-level cross-correlation algorithm is proposed.

A digital image processing technique which is able to be used for getting the velocity vector distribution of a surface of the spilt oil in the ocean without contacting the flow itself. This technique is based upon the PIV(Particle Imaging Velocimetry) technique and its system mainly consists of a high sensitive camera, a CCD camera, an image grabber, and a host computer in which an image processing algorithm is adopted for velocity vector acquisition. For the acquisition of the advective velocity vector of floating matters on the ocean, a new multi-frame tracking algorithm is proposed, and for the acquisition of the diffusion velocity vector distribution of the spilt oil onto the water surface, a high sensitive gray-level cross-correlation algorithm is proposed.