• 대한조선학회논문집
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• 제43권2호
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• pp.258-267
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• 2006

The present piping modeling method requires detailed inputs from a designer to generate a piping model, and thus it takes much time for the designer to perform such task. Moreover, the piping model has no relation with that of hull structure. Thus, it is time-consuming and requires much effort if design changes arise. In this study, a method that generates quickly many pipes using a pipe tray and a conversion method that converts automatically the pipes into objects related with the hull structure are proposed. A piping modeling system based on the proposed methods is developed. The applicability of the developed system is demonstrated by applying it to the generation of the piping model of a deadweight 300,000ton VLCC(Very Large Crude oil Carrier). The results show that the developed system can quickly generate the piping model in relation with the hull structure.

• 상하수도학회지
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• 제24권3호
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• pp.277-285
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• 2010

We examined the optimal shape of blades and efficiency of a self-power generator when the self-power generator using flow of the water in pipe as the power source was installed. Selected factors were the shape of blades, the number of blades, pitch angle, and the existence of separator. GAMBIT2.4 was used as a modeling program, FLUENT6.3, which is computational fluid dynamics simulation program, was used as an analytical model. In the case of a viscous model, k-epsilon standard model was chosen. As a result, when the number of blades was increased, the efficiency and maximum moment were enhanced slightly. The pitch of blades went up, and maximum moment was also increased. The optimal pitch of blade was 62.5 degree and the efficiency was increased by 30%. The efficiency was also increased when a separator was installed.

• Steel and Composite Structures
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• 제30권3호
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• pp.281-292
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• 2019

In this paper, analysis of critical fluid velocity and heat transfer in the nanocomposite pipes conveying nanofluid is presented. The pipe is reinforced by carbon nanotubes (CNTs) and the fluid is mixed by $AL_2O_3$ nanoparticles. The material properties of the nanocomposite pipe and nanofluid are considered temperature-dependent and the structure is subjected to magnetic field. The forces of fluid viscosity and turbulent pressure are obtained using momentum equations of fluid. Based on energy balance, the convection of inner and outer fluids, conduction of pipe and heat generation are considered. For mathematical modeling of the nanocomposite pipes, the first order shear deformation theory (FSDT) and energy method are used. Utilizing the Lagrange method, the coupled pipe-nanofluid motion equations are derived. Applying a semi-analytical method, the motion equations are solved for obtaining the critical fluid velocity and critical Reynolds and Nusselt numbers. The effects of CNTs volume percent, $AL_2O_3$ nanoparticles volume percent, length to radius ratio of the pipe and shell surface roughness were shown on the critical fluid velocity, critical Reynolds and Nusselt numbers. The results are validated with other published work which shows the accuracy of obtained results of this work. Numerical results indicate that for heat generation of $Q=10MW/m^3$, adding 6% $AL_2O_3$ nanoparticles to the fluid increases 20% the critical fluid velocity and 15% the Nusselt number which can be useful for heat exchangers.

• 한국환경과학회지
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• 제25권1호
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• pp.155-161
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• 2016

In this study, field experiment, odor simulator, and dispersion modeling were used to evaluate the odor impact from J sewage sludge treatment facility. The height and flow rate of exhaust stack at this facility were 22.3 m and $100Nm^3/min$. The mean odor concentrations of the wet scrubber inlet and exhaust stack were $267{\pm}160$ and $93{\pm}44OU/m^3$, respectively. The odor removal efficiency of wet scrubber showed 65%. The odor simulator is used for the regulated standard calculation of the exhaust pipe(stack). Resulting odor emission rate(OER) by odor simulator was $2.4{\times}10^6(24,000OU/m^3)$. The forecasting result by Screen3 modeling showed that odor exhaust concentration up to $30,000OU/m^3$ was't exceeded maximum allowable emission level on site boundary($15OU/m^3$).

• 한국수자원학회논문집
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• 제49권9호
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• pp.741-748
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• 2016

개착식 하상여과에 대해서 실험실 규모의 모형을 구축하고 중사, 왕사, 화산석, 자갈에 대한 단일 여재를 구성하였다. 실험을 통해 투수계수 및 하상 여과에 대한 취수량을 추정하고, 지하수 유동 모델링인 Visual MODFLOW를 통해 탁도 변화에 따라 수정된 투수계수를 적용하고 미치는 영향을 분석하였다. 각 여재마다 22개의 수정 투수계수 시나리오가 적용되었다. 전체 모델링에서 최소 오차는 화산석(2~5 mm)을 여재로 한 경우 상부에서부터 3개 지층에 대해서 20% 감소된 투수계수를 적용한 시나리오다. 이는 화산석의 특성상 탁도를 유발하는 황토가 여재에 흡착되어 상부에서 3번째 지층까지 영향을 미치는 것으로 추정되었다. 또한 입자의 크기가 작은 중사의 경우 5% 감소된 투수계수를 상부에서 두 번째 지층까지 적용한 시나리오에서도 작은 오차 값을 나타냈다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2015년도 제49회 하계 정기학술대회 초록집
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• pp.84.1-84.1
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• 2015

Recent years in particular in Korea see intensive interests in a deep geothermal engineering and its application in different uses as far as from direct uses to power generation sectors, that are achieved by harnessing hot energy sources from the earth. For instance widespread interest has been generated because the geothermal energy is the source that one extracts it for more than 20 hours per day and for about 30 years of an operation of the plant, which enables to give base load as for heating as well as an electric generation. In retrospect, shallow geothermal energy using heat pumps is commonplace in Korea while the deep geothermal is in the early stage of the development. Geothermal energies in view of the way of extracting heat are mainly categorized into several types such as a single well system, a hydrothermal system, an enhanced geothermal system (EGS) etc. In this talk, this speaker focuses on the thermo-fluid engineering of the single well system by introducing the modeling in order to harness hot fluid that is thermally balanced with the fluid of an injection well, which provides a challenge to assess the life time of the well. To avoid the loss of the temperature in producing the hot fluid, a specialized pipe or a borehole heat exchanger has been designed, and its concept is introduced. On the other hand, a binary system or an organic Rankine cycle, which provides the methodology to convert the heat into an electricity, is briefly introduced. Some experimental results of the binary system which has been constructed in our lab will be presented. Lastly as for the future direction, some comments for the industrialization of the deep geothermal energy in this country will be discussed.

• 한국화재소방학회논문지
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• 제30권2호
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• pp.123-132
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• 2016

본 연구는 새로운 차체를 이용 구급자동차 내부 공간의 디자인 작업에 따른 차량 내부의 구조해석을 수행한 결과로서, 해외 기준 및 디자인된 구급자동차를 바탕으로 3D 설계 작업을 수행하였다. 또한, 차체 및 구급자동차 내부에 대하여 10G의 충격을 가한 후 이에 따른 구조해석 결과를 살펴보았다. 이때 부품의 자중과 구성품의 무게를 고려하여 유럽의 EN 규정에 따라 해석을 수행하였다. 구조해석 결과, 차량 내부의 프레임과 각종 파이프로 구성되어진 핸드레일은 비교적 큰 응력의 하중은 받지 않았으나 내장 판넬과 캐비넷류는 50MPa 이상의 큰 응력을 받는 것으로 해석되었다. 이에 따른 보강 설계를 실시하는 경우에는 두께 및 형상의 수정이 필요하다는 결론을 얻을 수 있었다. 이와 같은 연구 결과를 바탕으로 국내 구급자동차를 이용하는 구급대원 및 차량내부의 환자에게 보다 안전한 차량을 제작하는 기초자료가 될 수 있을 것이라 기대된다.

• Geomechanics and Engineering
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• 제34권4호
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• pp.409-424
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• 2023

Response of the pipeline crossing fault is considered as the large strain problem. Proper estimation of the pipeline response plays important role in mitigation studies. In this study, an advanced continuum modeling including material non-linearity in large strain deformations, hardening/softening soil behavior and soil-pipeline interaction is applied. Through the application of a fully nonlinear analysis based on an explicit finite difference method, the mechanics of the pipeline behavior and its interaction with soil under large strains is presented in more detail. To make the results useful in oil and gas engineering works, a continuous pipeline of two steel grades buried in two clayey soil types with four different crossing angles of 30°, 45°, 70° and 90° with respect to the pipeline axis have been considered. The results are presented as the fault movement corresponding to different damage limit states. It was seen that the maximum affected pipeline length is about 20 meters for the studied conditions. Also, the affected length around the fault cutting plane is asymmetric with about 35% and 65% at the fault moving and stationary block, respectively. Local buckling is the dominant damage state for greater crossing angle of 90° with the fault displacement varying from 0.4 m to 0.55 m. While the tensile strain limit is the main damage state at the crossing angles of 70° and 45°, the cross-sectional flattening limit becomes the main damage state at the smaller 30° crossing angles. Compared to the stiff clayey soil, the fault movement resulting 3% tensile strain limit reach up to 40% in soft clayey soil. Also, it was seen that the effect of the pipeline internal pressure reaches up to about 40% compared to non-pressurized condition for some cases.

• 한국수자원학회논문집
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• 제55권5호
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• pp.345-356
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• 2022

2020년 7월 30일 대전광역시 서구 A 아파트에서 새벽에 발생한 집중호우로 차량 78대와 아파트 2개 동이 침수되어, 사망 1명, 이재민 56명의 피해가 발생하였다. 본 연구에서는 1차원 관거-2차원 지표 흐름(1D-2D) 통합 해석 모형인 H12 모형과 고해상도 지표면 자료를 이용하여 침수 사상을 재현하고, 원인을 분석하였다. 또한, 침수 재해 발생 이후 A 아파트 주위에 설치된 침수방어벽의 침수 방어 효과를 분석하였다. 분석 결과, 좁고 가파른 유역형상, 주변 대비 고도가 낮은 대상 지역의 지형적 요인과 폭우로 인해 상류로부터 급속히 발생한 유출이 하류 저지대에서 배수되지 못해 발생한 침수 재해로 분석되었다. 침수방어벽의 효과를 분석하기 위해 고해상도 지표면 입력자료를 변경하여 침수방어벽 설치 전후를 모의하여 비교한 결과, 설치 후 A 아파트 단지 내 침수 수위가 낮아져 홍수 저감효과가 뛰어난 것으로 평가되었다. 본 연구를 통해 초고해상도 물리 기반 모형을 이용한 침수 원인 분석 및 저감 대책의 정량적 평가가 가능함을 확인하였다.

• Earthquakes and Structures
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• 제24권6호
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• pp.455-475
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• 2023

The present study investigates the non-linear soil-pile interaction using three-dimensional (3D) non-linear finite element models. The numerical models were validated by using the results of extensive pile load and shaking table tests. The pile performance in liquefiable and non-liquefiable soil has been studied by analyzing the liquefaction ratio, pile lateral displacement (LD), pile bending moment (BM), and frictional resistance (FR) results. The pile models have been developed for the different ground conditions. The study reveals that the results obtained during the pile load test and shaking cycles have good agreement with the predicted pile and soil response. The soil density, peak ground acceleration (PGA), slenderness ratio (L/D), and soil condition (i.e., dry and saturated) are considered during modeling. Four ground motions are used for the non-linear time history analyses. Consequently, design charts are proposed depended on the analysis results to be used for design practice. Eleven models have been used to validate the capability of these charts to capture the soil-pile response under different seismic intensities. The results of the present study demonstrate that L/D ratio slightly affects the lateral displacement when compared with other parameters. Also, it has been observed that the increasing in PGA and decreasing L/D decreases the excess pore water pressure ratio; i.e., increasing PGA from 0.1 g to 0.82 g of loose sand model, decrease the liquefaction ratio by about 50%, and increasing L/D from 15 to 75 of the similar models (under Kobe earthquake), increase this ratio by about 30%. This study reveals that the lateral displacement increases nonlinearly under both dry and saturated conditions as the PGA increases. Similarly, it is observed that the BM increases under both dry and saturated states as the L/D ratio increases. Regarding the acceleration histories, the pile BM was reduced by reducing the acceleration intensity. Hence, the pile BM decreased to about 31% when the applied ground motion switched from Kobe (PGA=0.82 g) to Ali Algharbi (PGA=0.10 g). This study reveals that the soil conditions affect the relationship pattern between the FR and the PGA. Also, this research could be helpful in understanding the threat of earthquakes in different ground characteristics.