• 제목/요약/키워드: 1-D flow model

검색결과 884건 처리시간 0.037초

골판지 제조업체의 컨베이어 시스템 성능평가 사례연구 (A Study on Performance Evaluation of Conveyor System in Corrugated Mamanufacturing Industry)

  • 이영재;김재식
    • 한국정보처리학회논문지
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    • 제3권1호
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    • pp.1-8
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    • 1996
  • 골판지 제조업체의 특성은 다품종 소량 가공산업이며, 단납기, JIT(Just In Time) 성의 산업으로서 고객의 서비스 요구를 충족시키며 기업의 이윤을 극대화하기 위해서 는 무엇보다도 철저한 물류 유통관리를 통한 물류비 절감이 중요하다. 특히 공장 내부에서 물류는 각 공정들의 가동율 및 생산성 향상에 막대한 영향을 미치고 있다. 최근 골판 지 제조업체들은 공정간의 물류를 효율적으로 운영하여 가동율을 높이고, 공정사의 재고 를 최소화시키는 역할을하는 컨베이어 시스템에 관심을 갖게 되었다. 그런데 본 사례 의 컨베이어 시스템은 컨베이서의 적체와 종종 수작업 운영으로 인하여 시스템의 목적을 달성할 수 없는 문제점이 발견되었다. 제조시스템의 성능평가에는 경제적, 정성적, 그리고 기술적 평가방법이 있다. 본 연구는 기술적 평가방법중 시뮬레이션을 통하여 골판지 제조업체의 컨베이어 시스템의 성능을 평가 하는 것이다. 컨베이어 시스템에서 고루게이터 및 제상기 공정의 가동율, 컨베이어의 적재율의 문제점을 해결하는 각 대안에 대한 시뮬레이션을 통하여 예상 적재량, 공정들의 가동율 등의 결과를 분석하 였다. 최적방안으로 컨베이어를 추가 설치하고, 공정들의 가동시간을 조정하는 대안을 제시하였다.

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Behavior of F shape non-persistent joint under experimental and numerical uniaxial compression test

  • Sarfarazi, Vahab;Asgari, Kaveh;Zarei, Meisam;Ghalam, Erfan Zarrin
    • Advances in concrete construction
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    • 제13권 2호
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    • pp.199-213
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    • 2022
  • Experimental and discrete element approaches were used to examine the effects of F shape non-persistent joints on the failure behaviour of concrete under uniaxial compressive test. concrete specimens with dimensions of 200 cm×200 cm×50 cm were provided. Within the specimen, F shape non-persistent joint consisting three joints were provided. The large joint length was 6 cm, and the length of two small joints were 2 cm. Vertical distance between two small joints change from 1.5 cm to 4.5 cm with increment of 1.5 cm. In constant joint lengths, the angle of large joint change from 0° to 90° with increments of 30°. Totally 12 different models were tested under compression test. The axial load rate on the model was 0.05 mm/min. Concurrent with experimental tests, numerical simulation (Particle flow code in two dimension) were performed on the models containing F shape non-persistent joint. Distance between small joints and joint angles were similar to experimental one. the results indicated that the failure process was mostly governed by both of the Distance between small joints and joint angles. The axial loading rate on the model was 0.05 mm/min. The compressive strengths of the samples were related to the fracture pattern and failure mechanism of the discontinuities. Furthermore, it was shown that the compressive behaviour of discontinuities is related to the number of the induced tensile cracks which are increased by increasing the joint angle. In the first, there were only a few acoustic emission (AE) hits in the initial stage of loading, and then AE hits rapidly grow before the applied stress reached its peak. Furthermore, a large number of AE hits accompanied every stress drop. Finally, the failure pattern and failure strength are similar in both approaches i.e., the experimental testing and the numerical simulation approaches.

불연속 암반에서의 터널굴착에 따른 지하수체계 변화에 대한 수치해석적 연구 (Numerical Analysis of the Change in Groundwater System with Tunnel Excavation in Discontinuous Rock Mass)

  • 박정욱;손봉기;이정인;송재준
    • 터널과지하공간
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    • 제18권1호
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    • pp.44-57
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    • 2008
  • 본 연구에서는 암반의 수리적 거동을 다공성매체로 간주하고 개별균열 연결망을 통해 구해진 암반의 등가수리전도도와 수리이방성을 입력 자료로 하여 유한요소법 프로그램을 사용한 2차원 수리해석을 수행하였다. 입력변수에 의한 결정론적인 해를 얻게 되는 연속체 해석의 단점과 입력자료의 불확실성을 보완하기 위하여 입력변수에 대한 민감도 분석을 실시하고, 터널과 단층파쇄대의 다양한 위치관계를 고려한 가상의 시나리오 단면에 대하여 해석을 수행하였다. 이때 암반의 포화 불포화 특성을 반영하기 위한 수리전도도함수와 체적함수율 함수를 구하여 해석에 반영하였다. 해석대상지역은 경부고속철도 13-3공구, 원효터널의 고산 습지(무제치 3늪, 대성뒷늪, 대성큰늪) 하부통과구간과 간천계곡하부 통과구간으로서 부정류 해석을 통하여 터널 굴착 후 10년 경과시까지의 터널 내 유입수량과 인접지역의 지하수위를 살펴봄으로써 수리학적 안정성과 습지 및 계곡에 미치는 영향을 검토하였다. 그라우팅을 시행하지 않은 경우에는 무제치늪과 대성뒷늪 주변의 지하수위가 강하하지만, 그라우팅을 통해 수리전도도를 1/50 이하로 감소시킬 경우 지하수위는 강하하지 않는 것으로 나타났다. 그리고 단층파쇄대가 터널에 인접하여 위치하더라도 터널을 관통하지 않는 경우에는 단층파쇄대가 터널내 유입수량에 미치는 영향은 크지 않은 것으로 나타났다.

봅슬레이 범퍼 형상에 대한 공력학적 연구 (AERODYNAMIC STUDY ON BOBSLEIGH BUMPER SHAPE)

  • 이영남;김광용
    • 한국전산유체공학회지
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    • 제20권2호
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    • pp.37-45
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    • 2015
  • A parametric study on the shapes of bobsleigh bumpers has been performed to reduce the aerodynamic drag. Effects of geometric parameters, such as leading angle of leading bumper, the ratio of minimum width to maximum width of leading bumper, the ratio of leading bumper length to trailing bumper length, trailing angle of trailing bumper, and the ratio of bumper height to installation location of bumper from the bottom of bobsleigh, on the aerodynamic performance of the bobsleigh were estimated using 3-D Reynolds-averaged Navier-Stokes equations. The turbulence was analyzed using the shear stress turbulence model. Reynolds number based on the hydraulic diameter of the external flow channel was in the range of 150,000~1,000,000. Numerical results for drag coefficient were validated compared to experimental data. Ranges of the five geometric parameters were determined according to the rule of Federation Internationale de Bobsleigh et de Tobaganning. The aerodynamic performance of the bobsleigh sled was most sensitive to the leading angle of leading bumper and the ratio of minimum width to maximum width of leading bumper.

Mathematical modeling of humidification process by means of hollow fiber membrane contactor

  • Marjani, Azam;Baghdadi, Ali;Ghadiri, Mehdi
    • Membrane and Water Treatment
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    • 제7권4호
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    • pp.297-311
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    • 2016
  • Modeling and simulation of air humidification by hollow fiber membrane contactors are investigated in the current study. A computational fluid dynamic model was developed by solving the k-epsilon turbulence 2D Navier-Stokes equations as well as mass conservation equations for steady-state conditions in membrane contactors. Finite element method is used for the study of the air humidification under different operating conditions, with a focus on the humidity density, total mass transfer flux and velocity field. There has been good agreement between simulation results and experimental data obtained from literature. It is found that the enhancement of air stream decreases the outlet humidity from 0.392 to 0.340 (module 1) and from 0.467 to 0.337 (module 2). The results also indicated that there has been an increase in air velocity in the narrow space of shell side compared with air velocity wide space of shell side. Also, irregular arrangement has lower dead zones than regular arrangement which leads to higher water flux.

Bridgman 결정성장공정에서 각속도변화가 유동장 및 열전달에 미치는 영향 (Effects of Angular Velocity Change on the Flow Field and Heat Transfer in the Bridgman Crystal Growth Process)

  • 문승재;노승탁
    • 대한기계학회논문집
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    • 제19권3호
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    • pp.771-783
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    • 1995
  • A simplified model for the so-called ACRT(accelerated crucible rotation technique) Bridgman crystal growth was considered in order to investigate the principal effects of the periodic variation of angular velocity. Numerical solutions were obtained for Ro=0.5, Ra=4.236*10$_{6}$ and E=2.176*10$^{-3}$ . The effects of spin-up process combined with natural convection was investigated as a preliminary study. The spin-up time scale for the present problem was a little larger than that observed for homogeneous spin-up problems. Numerical results reveal that over a time scale of (H$^{2}$/.nu..omega.$_{f}$)$^{1}$2/ the forced convection due to the formation of Ekman layer predominates. When the state of rigid body rotation is attained, natural convection due to buoyancy emerges as the main driving force and them the steady-state is approached asymptotically. Based on our preliminary results with simple spin-up, several fundamental features associated with variation of rotation speed are successfully identified. When a periodic variation of angular velocity was imposed, the system response was also periodic. Due to effect of mixing, the heat transfer was enlarged. From the analysis of time-averaged Nusselt number along the bottom surface the effect of a periodic variation of angular velocity on the interface location could be indirectly identified.d.

이동벽면에 의한 원형 실린더의 지면효과에 관한 전산연구 (A Numerical Study on the Ground Effect of a Circular Cylinder in the Presence of a Moving Wall)

  • 정재윤;장조원
    • 한국항공운항학회지
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    • 제14권4호
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    • pp.1-10
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    • 2006
  • A computational study was carried out in order to investigate the ground effect of a circular cylinder in the presence of a moving wall at a Reynolds number of 2.0${\times}$104. The viscous-incompressible Navier-Stokes equations and Spalart-Allmaras turbulent model of the commercial CFD code were adopted for this numerical analysis. The moving wall was set parallel with the freestream, and the speed of motion was equal to the freestream velocity. The gap ratio is defined as the distance ratio between the circular cylinder diameter and the height from the moving wall. The numerical results show that there are the differences among the each of the stages in evidence of the vorticity contours and the polar diagrams of $C_l$ vs. $C_d$. The 4 stages of the gap ratio are defined according to the flow features, whose stages are divided into small, intermediate, large and convergence gap ratios, respectively.

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Modified mixing coefficient for the crossflow between sub-channels in a 5 × 5 rod bundle geometry

  • Lee, Jungjin;Lee, Jun Ho;Park, Hyungmin
    • Nuclear Engineering and Technology
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    • 제52권11호
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    • pp.2479-2490
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    • 2020
  • We performed experiments to measure a single-phase upward flow in a 5 × 5 rod bundle with spacer grids using a particle image velocimetry, focusing on the crossflow. The Reynolds number based on the hydraulic diameter and the bulk velocity is 10,000. The ratio of pitch between rods and rod diameter is 1.4 and spacer grid is installed periodically. The turbulence in the rod bundle results from the combination of a forced mixing and natural mixing. The forced mixing by the spacer grid persists up to 10Dh from the spacer grid, while the natural mixing is attributed to the crossflow between adjacent subchannels. The combined effects contribute to a sinusoidal distribution of the time-averaged stream-wise velocity along the lateral direction, which is relatively weak right behind the spacer grid as well as in the gap. The streamwise and lateral turbulence intensities are stronger right behind the spacer grid and in the gap. Based on these findings, we newly defined a modified mixing coefficient as the ratio of the lateral turbulence intensity to the time-averaged streamwise velocity, which shows a spatial variation. Finally, we compared the developed model with the measured data, which shows a good agreement with each other.

Numerical optimization of Wells turbine for wave energy extraction

  • Halder, Paresh;Rhee, Shin Hyung;Samad, Abdus
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제9권1호
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    • pp.11-24
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    • 2017
  • The present work focuses multi-objective optimization of blade sweep for a Wells turbine. The blade-sweep parameters at the mid and the tip sections are selected as design variables. The peak-torque coefficient and the corresponding efficiency are the objective functions, which are maximized. The numerical analysis has been carried out by solving 3D RANS equations based on k-w SST turbulence model. Nine design points are selected within a design space and the simulations are run. Based on the computational results, surrogate-based weighted average models are constructed and the population based multi-objective evolutionary algorithm gave Pareto optimal solutions. The peak-torque coefficient and the corresponding efficiency are enhanced, and the results are analysed using CFD simulations. Two extreme designs in the Pareto solutions show that the peak-torque-coefficient is increased by 28.28% and the corresponding efficiency is decreased by 13.5%. A detailed flow analysis shows the separation phenomena change the turbine performance.

셀 구성에 따른 2차원 흐름모형의 효율성 분석 (Efficiency Analysis of 2D Flow Model According to Cell Configurations)

  • 신은택;정희수;송창근
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2021년도 학술발표회
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    • pp.247-247
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    • 2021
  • 국내외적으로 하도 내의 흐름을 해석하기 위해 다양한 2차원 흐름해석 모형이 적용되고 있다. 2차원 흐름해석 모형은 기존의 1차원 흐름 해석 모형에서 해석하기 어려운 확산형 홍수파 해석에 강점을 가지고 있어 도심 하천의 외수 범람 예측 등에도 사용되고 있다. 하지만 복잡한 지형 형상을 어떻게 격자로 구성하는가에 따라 해석의 효율성과 정확성이 크게 좌우된다. 초기의 2차원 흐름해석 모형은 주로 정형격자 기반의 단순한 셀을 제작하여 구동되었다. 하지만 매우 빠른 유속과 복잡한 형상을 반영하기 위해서는 전체 격자를 조밀하게 구성할 필요가 있으므로 계산 효율이 떨어지는 문제점이 있다. 그렇기 때문에 대안으로 삼각망과 혼합망 등 비정형 격자를 사용하여 필요한 구역만 격자를 조밀하게 구성하는 방법을 사용하고 있지만 이 방법 또한 추가적인 계산 과정에 따른 계산 시간의 증가가 필연적이다. 따라서 최근에는 정형격자와 비정형격자에 대하여 wet-dry front matrix 최적화, 절점제거법 등 다양한 기법을 통하여 계산 효율을 향상시키고 있는 실정이다. 따라서 본 연구에서는 HLLC Rimann solver와 2차 정확도 기법인 MUSCL-Hancock Method를 적용한 유한체적기반 천수방정식을 기반으로 다양한 격자 구성에 따른 2차원 흐름해석 모형의 효율성 분석을 수행하고, 이를 통해 최적의 흐름해석 방안을 제시하고자 한다.

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