• 한국수자원학회논문집
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• 제37권11호
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• pp.949-958
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• 2004

본 연구에서는 사각형형상 수중방파제에 의한 불규칙파의 반사에 대하여 수리모형실험과 수치모형실험을 수행한 후 실험결과를 비교하였다. 수치해석 모형에서는 Reynolds 방정식을 지배방정식으로 사용하고 난류해석을 위해 k-$\varepsilon$모델을 적용하였으며, 자유수면변위를 추적하기 위해 VOF기법을 사용하였다. 수리모형실험과 수치모형실험의 결과는 서로 잘 일치하였으며, 수중방파제의 배열이 증가함에 따라 반사율은 증가하였다.

• 한국해안·해양공학회논문집
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• 제34권6호
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• pp.211-221
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• 2022

파의 처오름높이는 제방, 호안 및 방파제와 같은 해안 구조물의 설계에 영향을 미치는 가장 중요한 매개변수 중 하나이다. 본 연구에서는 비정수압 수치모형인 SWASH(Zijlema et al., 2011)를 이용해 고정된 수중 및 부유식 사각형 구조물에 의한 고립파의 처오름높이 저감 효과를 분석하였다. SWASH 수치모형이 고립파의 전파, 쇄파 및 처오름현상을 매우 잘 재현하는 것을 확인하였다. 또한 수중 및 부유식 사각형 구조물에 의한 고립파의 파랑변형을 잘 재현하는 것을 확인하였다. 마지막으로 수중 및 부유식 사각형 구조물의 처오름높이 저감 효과를 검토하였다. 부유식 구조물의 에너지 감쇠효과는 수중 구조물보다 크고, 처오름높이 저감에 더 효과적인 것으로 나타났다.

• Journal of Periodontal and Implant Science
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• 제39권3호
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• pp.339-348
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• 2009

Purpose: The purpose of the present study was to analyze the implant stability quotient(ISQ) values for Korean non-submerged type implant and determine the factors that affect implant stability. Methods: A total of 49 Korean non-submerged type implants were installed in 24 patients, and their stability was measured by resonance frequency analysis(RFA) at the time of surgery, and 1, 2, 3, 4, 8, 12 weeks postoperatively. The data for implant site, age, sex, implant length and diameter, graft performing, bone type, and insertion torque were analyzed. Results: The lowest mean stability measurement was at 3 weeks. There was significant difference between implant placement and 12 weeks. There was significant difference between implant placement and 12 weeks in diameters of 4.1 mm and 4.8 mm. Also, there were significant differences between diameters of 4.1 mm and 4.8 mm at implant placement and 12 weeks after surgery. This result suggests that the factor related to implant diameter may affect the level of implant stability. No statistically significant relationship was found between the resonance frequency analysis and the variables of maxilla/mandible, sex, anterior/posterior, implant length, age of patient, graft performing, bone type, insertion torque during initial healing period. Conclusions: These findings suggest that the factor related to implant diameter may affect the variance of implant stability, and ISQ value of implant was stable enough for proved stability level during initial healing period.

• 한국해양공학회지
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• 제28권4호
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• pp.331-337
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• 2014

We analyzed the 3-D characteristics of the dynamic response of seabed around a submerged breakwater due to wave loading using a 3-D numerical scheme (LES-WASS-3D). Using our model, which considers the wave-structure-sandy seabed interactions in a 3-D wave field, we were able to investigate the 3-D characteristics of the pore-water pressure in the seabed around the submerged breakwater under various incident wave conditions. To verify the 3-D numerical analysis method suggested in this study, we compared the numerical results with the existing experimental results and found good agreement between them. The numerical analysis reveals that high pore-water pressure in the seabed is generated below a large wave height at the front slope of the submerged breakwater. It was also shown that the non-dimensional pore-water pressure in the seabed increases as the wave period increases because the wave energy dissipation decreases on the submerged breakwater and seabed as the wave period increases.

• 한국수자원학회논문집
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• 제37권9호
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• pp.729-736
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• 2004

본 연구에서는 사각형 형상 불투과성 수중방파제를 통과하는 불규칙파의 반사를 고유함수전개법을 이용하여 해석하였으며, 수리모형실험 결과와 비교하였다. 불규칙파는 다수의 규칙파의 중첩으로 구성하였으며, 각각의 규칙파의 해석결과를 합성하여 반사율을 산정하였다. 고유함수전개법에 의한 해석결과는 수리모형실험에 의한 결과와 잘 일치하였으며, 불규칙파 역시 Bragg 반사 조건에서 공명현상에 의해 반사율이 크게 증폭되었다.

• 한국해안해양공학회지
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• 제16권3호
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• pp.121-129
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• 2004

최근 입사하는 파랑으로부터 해역을 보호하기 위해 다양한 형태의 해안구조물이 건설되어 왔다. 그 중에서 잠제는 경관성, 시공성, 환경성 측면의 우수한 장점 때문에 소파 및 표사제어 구조물로 폭넓게 사용되고 있다. 본 연구에서는 불규칙파동장에 설치된 VOF법에 기초한 2차원 수치파동수로를 적용하여 투과성잠제 배후에서 파랑에너지 변화특성과 전달율에 대하여 수치적으로 검토하였다. 주파수스펙트럼 해석결과로부터 쇄파가 발생한 경우 일렬 투과성잠제는 스펙트럼 피크가 단주기 쪽으로 이동하였으며, 이열 투과성잠제는 전 주기대에 걸쳐 파랑 에너지가 고르게 분포하고 있었다. 쇄파가 발생하지 않은 경우 투과성잠제 배후에서의 스펙트럼 피크는 유의주기대에서 나타나고 있었다. 투과율의 해석결과로부터 쇄파가 발생한 경우보다 쇄파가 발생하지 않은 경우에 투과성잠제 배후로 상당량의 파랑에너지가 전달되는 것을 확인할 수 있었다.

• 한국유체기계학회 논문집
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• 제11권6호
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• pp.18-23
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• 2008

In this paper, effects of inlet shape on the performance of a submerged cargo pump were numerically studied using a commercial CFD code ANSYS-CFX. The inlet shape, especially the gap between pump and suction well, is an important parameter in a point of view of performances of submerged cargo pump due to its effects on the residual and also hydraulic performance of the pump, respectively. To investigate the optimized gap, the overall performance degradations were calculated with the gap. In addition to that, the flow field through the gap was investigated to explain the effect of velocity non-uniformity on the performance of the pump impeller.

• 한국유체기계학회 논문집
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• 제10권6호
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• pp.44-49
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• 2007

In this paper, effects of inlet shape on the performance of a submerged cargo pump were numerically studied using a commercial CFD code CFX. The inlet shape, especially the gap between pump and suction well, is an important parameter in a point of view of performances of submerged cargo pump due to its effects on the residual and also hydraulic performance of the pump, respectively. To know the optimized gap, the overall performance degradations were calculated with the gap. In addition to that, the flow field through the gap was investigated to explain the effect of velocity non-uniformity on the performance of the pump impeller.

• 한국토양비료학회지
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• 제16권1호
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• pp.36-41
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• 1983

가리염(加里塩)을 달리하여 투수조건하(透水条件下)에서 수도(水稻)를 재배(栽培)할때 논토양(土壤)에서 투수중(透水中)에 용탈(溶脫)되는 성분변화(成分変化)를 분석검토(分析検討)한 결과(結果)는 다음과 같다. 침투수(浸透水)의 pH는 염화(塩化)칼리구(区)가 황산(黃酸)칼리구(区)보다 약간 높았다. 석회(石灰), 마그네시움, 칼리, 암모니움과 같은 양(陽)이온의 용탈(溶脫)은 염화(塩化)칼리구(区)가 황산(黃酸)칼리구(区)보다 용탈(溶脫)이 약간 높았다. 인산(燐酸)의 용탈(溶脫)은 반대(反対)로 황산(黃酸)칼리구(区)가 염화(塩化)칼리구(区)보다 약간 용탈(溶脫)이 많았다. 철(鉄)의 용탈(溶脫)은 재배구(栽培区)가 높고 규산(硅酸)의 용탈(溶脫)은 무재배구(無栽培区)가 높았으나, 철(鉄), 규산(硅酸)의 용탈(溶脫)에 미치는 칼리염(塩)의 영향(影響)은 뚜렷하지 않았다.

• Ocean Systems Engineering
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• 제11권1호
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• pp.83-97
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• 2021

The submerged U-shape breakwater interaction with the solitary wave is simulated by the Boussinesq equations using the finite-difference scheme. The wave reflection, transmission, and dissipation (RTD) coefficients are used to investigate the U-shape breakwater's performance for different crest width, Lc1, and indent breakwater height, du. The results show that the submerged breakwater performance for a set of U-shape breakwater with the same cross-section area is related to the length of submerged breakwater crest, Lc1, and the distance between the crests, Lc2 (or the height of du). The breakwater has the maximum performance when the crest length is larger, and at the same time, the distance between them increases. Changing the Lc1 and du of the U-shape breakwaters result in a significant change in the RTD coefficients. Comparison of the U-shape breakwater, having the best performance, with the averaged RTD values shows that the transmission coefficients, Kt, has a better performance of up to 4% in comparison to other breakwaters. Also, the reflection coefficients KR and the diffusion coefficients, Kd shows a better performance of about 30% and 55% on average, respectively. However, the model governing equations are non-dissipative. The non-energy conserving of the transmission and reflection coefficients due to wave and breakwater interaction results in dissipation type contribution. The U-shape breakwater with the best performance is compared with the rectangular breakwater with the same cross-section area to investigate the economic advantages of the U-shape breakwater. The transmission coefficients, Kt, of the U-shape breakwater shows a better performance of 5% higher than the rectangular one. The reflection coefficient, KR, is 60% lower for U-shape in comparison to rectangular one; however, the diffusion coefficients, Kd, of U-shape breakwater is 35% higher than the rectangular breakwater. Therefore, we could say that the U-shape breakwater has a better performance than the rectangular one.