• 제목/요약/키워드: WASS

검색결과 57건 처리시간 0.018초

잠제 제원 및 평면배치에 따른 쇄파특성 (Wave Breaking Characteristics due to Shape and Plane Arrangement of the Submerged Breakwaters)

  • 이우동;허동수;허정원
    • 한국해양공학회지
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    • 제24권1호
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    • pp.116-122
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    • 2010
  • The aim of this study is to examine the effects of shape and plane arrangement of submerged breakwaters on 3-D wave breaking characteristics over them. First, the numerical model, which is able to consider the flow through a porous medium with inertial, laminar, and turbulent resistance terms, i.e. simulate directly WAve Structure Seabed/Sandy beach interaction, and can determine the eddy viscosity with a LES turbulent model in a 3-Dimensional wave field (LES-WASS-3D), has been validated by a comparison with Goda's equation for breaking wave heights. And then, using the numerical results, the wave breaking points over the crest of submerged breakwaters have been examined in relation to the shape and plane arrangement of submerged breakwaters. Moreover, the wave height distribution and upper flow around submerged breakwaters have been also discussed, as well as the distribution of the wave breaking points over the beach.

해빈경사에 따른 잠제 개구부의 3차원적인 흐름특성에 관한 연구 (A Study on Effect of Beachface Gradient on 3-D Currents around the Open Inlet of Submerged Breakwaters)

  • 이우동;허동수;박종배;안성욱
    • 한국해양공학회지
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    • 제23권1호
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    • pp.7-15
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    • 2009
  • The aim of this study was to survey the effects of the beachface gradient on 3-D currents around the open inlets of submerged breakwaters. First, the numerical model was validated by a comparison with existing experimental data. This model is able to consider the flow through a porous medium with inertial, laminar, and turbulent resistance terms, i.e. simulate directly WAve?Structure?Seabed/Sandy beach interaction, and can determine the eddy viscosity with a LES turbulent model in a 3-Dimensional wave field (LES-WASS-3D). Using the numerical results of this model, the 3-D currents around the open inlets of submerged breakwaters were examined in relation to the beachface gradient. Moreover, the wave height distribution and mean flow around them are also discussed, as well as the distribution of the wave breaking points over the crest.

3차원 무반사 수치파동수조에서 경사입사파의 조파기법 개발 (On Generation Methods of Oblique Incidence Waves in Three-Dimensional Numerical Wave Tank with Non-Reflected System)

  • 허동수;이우동
    • 한국해안·해양공학회논문집
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    • 제23권6호
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    • pp.401-406
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    • 2011
  • 본 연구에서는 3차원 수치파동수조에서 무반사 조파시스템을 이용한 경사입사파의 조파방법을 새롭게 제안하고, 계산된 수면변위 및 수평유속에 대한 수치결과와 Stokes파의 3차 근사이론값과의 비교 분석을 통하여 새로운 모델의 검증을 실시하였다. 그 결과 본 연구에서 제안한 경사입사파의 조파방법의 타당성과 유효성을 확인할 수 있었다.

투과성 및 불투과성 경사면 상에서 지진해일의 처오름 높이에 관한 수치적 검토 (A Numerical Study on Tsunami Run-up Heights on Impermeable/Permeable Slope)

  • 이우동;허동수;구남헌
    • 한국연안방재학회지
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    • 제1권1호
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    • pp.1-9
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    • 2014
  • In order to examine the characteristics of tsunami run-up heights on impermeable/permeable slope, a numerical wave tank by upgrading LES-WASS-3D was used in this study. Then, the model were compared with existing hydraulic model test for its verification. The numerical results well reproduced experimental results of solitary wave deformation, propagation and run-up height under various conditions. Also, the numerical simulation with a slope boundary condition has been carried out to understand solitary wave run-up on impermeable/permeable slope. It is shown that the run-up heights on permeable slope is 52.64-63.2% smaller than those on the impermeable slope because of wave energy dissipation inside the porous media. In addition, it is revealed that the numerical results with slope boundary condition agreed well with experimental results in comparison with the results by using stair type boundary condition.

PBM (Porous Body Model) 기반의 N-S Solver를 이용한 해안대수층의 해수침투모의 (Numerical Simulation on Seawater Intrusion in Coastal Aquifer using N-S Solver Based on Porous Body Model)

  • 이우동;정영한;허동수
    • 한국수자원학회논문집
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    • 제48권12호
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    • pp.1023-1035
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    • 2015
  • 본 연구에서는 해수-담수-해안대수층의 비선형 상호작용을 직접 해석할 있는 PBM(Porous Body Model) 기반의 3차원 N-S Solver인 LES-WASS-3D ver 2.0을 적용하며, 해안대수층의 해수침투모의를 수행하였다. 이와 같은 N-S Solver를 적용한 해안대수층의 해수침투모의는 국내 최초 수행되는 것일 뿐만 아니라, 국외적으로도 찾아보기 어려운 새로운 수치해석방법이라고 할 수 있다. 먼저 적용하는 수치모델을 검증하기 위하여 해안대수층의 해수-담수 경계면에 관한 수리모형실험결과와 비교 검토하여 수치모델의 타당성 및 유효성을 확인하였다. 그리고 해수위 및 지하수위 변화를 고려한 해안대수층 내의 해수침투모의를 수행하여 해수위-지하수위 차와 해수위의 비(${\Delta}h/h$)의 증가에 따른 해안대수층 내의 유동장 그리고 해수-담수 경계면 분포 특성에 관하여 논의하였다. 또한 기존의 비확산 수치모델에서 도출할 수 없었던, ${\Delta}h/h$에 따른 해안대수층 내의 연직 염분농도로 부터 해수침투 특성을 파악하였으며, 최종적으로 지표화 할 수 있는 ${\Delta}h/h$가 해안대수층 내의 해수침투거리에 미치는 영향에 대하여 분석하였다. 이 결과로부터 ${\Delta}h/h$가 작을수록 해안대수층 내의 해수침투가 약해지는 메커니즘을 이해할 수 있었다.

스테로이드 저항성 신증후군 소아 3례에서 Cyclophosphamide 정맥투여요법의 치료실패 (No Effect of IV cyclophosphamide in Children with Steroid Resistant Nephrotic Syndrome)

  • 민수진;이창연
    • Childhood Kidney Diseases
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    • 제2권2호
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    • pp.183-186
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    • 1998
  • Steroid Resistant Nephrotic Syndrome(SRNS) in children has poor prognosis and no effective therapy. In 1994, Ravi Elhence have reported that IV cyclophosphamide therapy was effective against SRNS of children. So, we evaluated the efficacy of IV cyclophosphamide in 3 children with biopsy proven steroid-resistant MCNS. And the result was the rapeutic failure. In conclusion, IV cyclophosphamide therapy wass not effective against SRNS of children.

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쓰나미-식생 비선형 상호작용의 동적해석을 위한 3차원 수치파동수조의 적용 (Application of 3-D Numerical Wave Tank for Dynamic Analysis of Nonlinear Interaction between Tsunami and Vegetation)

  • 이우동;허동수
    • 대한토목학회논문집
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    • 제36권5호
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    • pp.831-838
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    • 2016
  • 최근 해안공학분야에서 식생을 활용하는 연안방재시스템에 관한 관심이 증가하고 있다. 이에 본 연구에서는 쓰나미-식생 비선형 상호작용에 의한 파동장과 유동장을 해석하기 위하여 식생항력에 따른 에너지소산을 직접 해석할 수 있는 3차원 수치파동수조를 기존의 3-D N-S solver (LES-WASS-3D ver. 2.0, HYMO-WASS-3D)를 토대로 개발하였다. 그리고 기존의 실험결과와 비교 및 검토를 통한 수치파동수조의 적용성을 평가하였다. 그 결과 레이놀즈수에 따라 능동적으로 추정되는 항력계수를 고려한 경우가 평균 항력계수를 적용한 경우보다 실험에서 얻어진 각 지점의 시간파형을 잘 재현하였다. 또한 식생밀도 및 입사파고에 따라 계산된 고립파의 전달률이 실험의 측정값과 높은 일치도를 나타내었다. 이로써 본 연구에서 식생에 의한 항력으로서 동적항력계수를 적용한 3차원 수치파동수조의 타당성 및 유효성을 확인하였다.

식생대의 거동을 고려한 파랑감쇠의 수치실험 (Numerical Experiment of Wave Attenuation considering Behavior of Vegetation Zone)

  • 정연명;허동수
    • 한국해안·해양공학회논문집
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    • 제28권4호
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    • pp.232-239
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    • 2016
  • 본 연구에서는 아직까지 수치해석에서 적용할 수 없었던 식생대의 거동에 따른 파랑감쇠를 수치적으로 검토하기 위하여 파동장모델(LES-WASS-2D)과 개별요소법(DEM)의 양방향 연성해석기법을 개발하였다. 본 논문에서 적용하는 양방향 연성해석기법의 타당성 및 유효성을 확보하기 위하여 식생을 이용한 파랑감쇠 특성에 관한 수리모형실험결과와 비교 분석하였다. 식생대의 높이, 분포, 간격 및 입사파랑조건에 따른 거동 및 파랑감쇠특성을 수치적으로 분석하였으며, 식생대의 높이가 길어질수록, 분포가 늘어날수록, 간격이 좁아질수록 3~4%정도 파랑감쇠에 효과적인 것을 확인하였다. 이로써 본 연구에서 개발한 연성 수치모델이 식생대의 거동에 따른 파랑감쇠 예측에 적용 가능한 것을 확인하였다.

해저지반에 설치된 스포일러 부착형 파이프라인의 자가매설 기능분석 (Self-Burial Structure of the Pipeline with a Spoiler on Seabed)

  • 이우동;허동수;김한솔;조효제
    • 한국해양공학회지
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    • 제30권4호
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    • pp.310-319
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    • 2016
  • If a spoiler was attached to the pipeline investigated in a previous study, a strong flow and vortex at the lower part caused scouring and thus an asymmetric pressure distribution, which assisted in the analysis of the self-burial structure where a down force was applied to the pipe. However, only the fluid-pipe interaction was considered, excluding the medium (seabed), when practically burying the pipeline. Thus, this study applied a numerical model (LES-WASS-2D) to directly analyze the non-linear interactions among the fluid, pipe, and seabed in order to perform numerical simulations of a pipeline with a spoiler installed on the seabed. This allowed the self-burial mechanism of a pipeline with a spoiler to be analyzed in the same context as the previous study that considered only the fluid-pipe interaction. However, when a pipeline was installed on the seabed, a strong flow and vortex were found at the front of the bottom, and a spoiler accelerated the fluid resistances. This hydraulic phenomenon will reinforce the scouring and down force on the pipeline. In the general consideration of the numerical analysis results by the specifications and arrangements of the spoiler, a pipeline with a spoiler was found to be the most effective for the self-burial function.

A Comparison Study on the Survival Characteristics of Big Old Sophora japonica and Zelkova serrata Called 'Goe'

  • Rho, Jae-Hyun;Han, Sang Yup;Kim, Sang Beom
    • 인간식물환경학회지
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    • 제23권1호
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    • pp.115-123
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    • 2020
  • With the aim of accumulating data that can be used to infer the basis for the acculturation of trees called 'Goe,' this study aims to identify the survival status of the pagoda and zelkova trees known as 'Goe' trees by comparing and analyzing the status of pagoda trees (Sophora japonica) and zelkova tree (Zelkova serrata) designated as a protected tree in Korea. The results of this study are as follows; Zelkova serrata designated as a protected tree grows the most, with 2,147 trees (29.4%) in Cheonnam, followed by Chungnam (16.5%) and Gyeongbuk (14.4%). However, Sophora japonica showed a different result from zelkova Serrata as the total number of 210 Sophora japonica (55.7%) in Gyeongbuk and Daegu is much larger than that of zelkova Serrata. As a result, in the Yeongnam region, where the Confucianism of Yeongnam was actively practiced, the existence of Sophora japonica is much larger than that of the Zelkova Serrata, which is not a coincidence, and it is difficult to determine it only based on their flora and planting distribution. Results of comparing protected trees of Sophora japonica and Zelkova Serrata showed that the average age of Zelkova Serrata wass 289 years, while that of Sophora japonica was 302 years, and that the average height of Zelkova Serrata wass 18 m, which is higher than the height of 16 m of Sophora japonica. The average diameter at breast height of Zelkova Serrata was 398 cm and that of Sophora japonica was 314 cm, which indicates that Zelkova Serrata is relatively big. Therefore, it can be assumed that Zelkova Serrata has a larger growth potential than Sophora japonica, and the possibility of growth as a big tree is also high, but it seems that the explanation that "they are relatively long-lived" is not clearly determined.