• Title/Summary/Keyword: 물 유동

Search Result 1,375, Processing Time 0.034 seconds

PIV Analysis on the Flows around a Cylinder under Rolling Wave (파랑상태에 있는 실린더 구조물 주위의 PIV유동 해석)

  • Jo, Hyo-Jae;Doh, Deog-Hee;Lee, Eon-Ju
    • Journal of the Korean Society of Visualization
    • /
    • v.9 no.3
    • /
    • pp.51-58
    • /
    • 2011
  • The purpose of the study is to provide a foundation in predicting a maximum wave force when the ocean structure is laid out under breaking wave. Experiments were conducted with a down-scaled cylindrical model installed in a wave generating water channel. Maximum wave slopes were changed in regular wave condition by the wave breaker in the water channel. Cylinder's diameters were changed to 0.1m and 0.05m, respectively. Using the PIV results qualitative analyses were performed based upon the previous knowledge.

Numerical Analysis of the Effect of Hole Size Change in Lower-Support-Structure-Bottom Plate on the Reactor Core-Inlet Flow-Distribution (하부지지구조물 바닥판 구멍크기 변경이 원자로 노심 입구 유량분포에 미치는 영향에 관한 수치해석)

  • Lee, Gong Hee;Bang, Young Seok;Cheong, Ae Ju
    • Transactions of the Korean Society of Mechanical Engineers B
    • /
    • v.39 no.11
    • /
    • pp.905-911
    • /
    • 2015
  • In this study, to examine the effect of a hole size change(smaller hole diameter) in the outer region of the lower-support-structure-bottom plate(LSSBP) on the reactor core-inlet flow-distribution, simulations were conducted with the commercial CFD software, ANSYS CFX R.15. The predicted results were compared with those of the original LSSBP. Through these comparisons, it was concluded that a more uniform distribution of the mass flow rate at the core-inlet plane could be obtained by reducing the hole size in the outer region of the LSSBP. Therefore, from the nuclear regulatory perspective, design change of the hole pattern in the outer region of the LSSBP may be desirable in terms of improving both the mechanical integrity of the fuel assembly and the core thermal margin.

Numerical Investigation of The Effect of External Stores on Tail Wing Surfaces of a Generic Fighter Aircraft (전투기 형상의 외부장착물이 꼬리날개에 미치는 영향에 대한 수치적 연구)

  • Kim, Min-Jae;Kwon, Oh-Joon;Kim, Ji-Hong
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.36 no.3
    • /
    • pp.211-219
    • /
    • 2008
  • A three-dimensional inviscid flow solver has been developed based on unstructured meshes for the investigation of the effect of the external stores on the tail surfaces of a generic fighter aircraft. The numerical method is based on a vertex-centered finite-volume discretization and an implicit point Gauss-Seidel time integration. The calculations were made for a steady flow and the computed results were compared with experimental data to validate the flow solver. An unsteady time-accurate computation of the generic fighter aircraft with external stores at transonic flight conditions showed that the external stores cause unsteady loading on the horizontal tail surface due to the mutual interference between their wake and the horizontal tail surface. It was shown that downward deflection of the trailing edge flap significantly reduces the undesirable interference effect.

A Development of Explicit Algorithm for Stress-Erection Analysis of STRARCH System (스트라치 시스템의 긴장응력해석을 위한 명시적 해석법의 개발)

  • Lee, Kyoung-Soo;Han, Sang-Eul
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.24 no.5
    • /
    • pp.513-520
    • /
    • 2011
  • In this paper, the advanced explicit algorithm is proposed to simulate the stress-erection process analysis of Strarch system. The Strarch(Stressed-Arch) system is a unique and innovative structural system and member prestress comprising prefabricated plane truss frames which are erected by a post-tensioning stress-erection procedure. The flexible bottom chord which have sleeve and gap detail are closed by the reaction force of prestressing tendon. The prestress imposing to the tendon will make the Strarch system to be erected. This post tensioning process is called as "stress-erection process". During the stress-erection process, the plastic rigid body rotation is occurred to the flexible top chord by the excessive amount of plastic strain, and the structural characteristic becomes to be unstable. In this study, the large deformational beam-column element with plastic hinge is used to model the flexible top chord, and the advanced Dynamic Relaxation method(DRM) are applied to the unstable problem of stress-erection process of Strarch system. Finally, the verification of proposed explicit algorithm is evaluated by analysing the stress-erection of real project of Strarch system.

Mechanical Properties of Non-cement Matrix Utilizing the Circulating Fluidized Bed Combustion Boiler Fly Ash and Dyeing Sludge Carbide (염색슬러지 탄화물과 순환 유동층 연소 보일러 플라이애시를 활용한 무시멘트 경화체의 역학적 특성)

  • Kim, Tae-Hyun;Lee, Seung-Ho;Lee, Yong;Shin, Jin-Hyun;Lee, Sang-Soo
    • Journal of the Korean Recycled Construction Resources Institute
    • /
    • v.4 no.4
    • /
    • pp.425-430
    • /
    • 2016
  • Both rapid industrial development and society has achieved more comfortable life. But, behind this facts of this industrial development have current pictures that occur global warming and much more by-products by environmental pollution. Therefore, this study used BFS and CFA as by-products to reduce cement usage emitted at a high rate of $CO_2$ gas, to examine sludge recycling strategy more than 200,000ton emitted at local dyeing complex, we suggest basic data research about non-cement matrix properties of utilizing dyeing sludge carbide. As a result, the more dyeing sludge carbide replacement ratio gets higher, the more air content and flow rise. Also, as the dyeing sludge carbide replacement ratio increase more, flexural strength and compressive strength go down.

Evaluation of Surface water-Groundwater Interaction for the Kap-Stream Basin (갑천 유역의 지표수-지하수 상호작용 평가)

  • Hong, Sung-Hun;Kim, Jeong-Kon
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2007.05a
    • /
    • pp.503-507
    • /
    • 2007
  • 지하수 유동 모델에 반영되는 유역의 수리지질학적, 수문학적 특징들은 지하수 유동 특성에 주요한 영향을 미칠 수 있는 현장 특성들이다. 상기 특징들을 최대한 반영하기 위하여 438개의 관정자료를 토대로 갑천 유역(유역 면적 $648.3km^2$)의 대수층 구조 특성을 분석하고, 24개의 하천 자료를 이용하여 지하수 유동 모델을 구축하였다. 그리고 검 보정된 준분포형 유출모형(SWAT)의 22개 소유역의 지하수 함양량 결과를 3차원 지하수 유동 모델(MODFLOW)과 연계하여 갑천 유역의 광역 지하수 유동 특성을 평가하였다. 모의된 지하수위와 86개 지하수 관측정의 지하수위 비교에서 결정계수는 0.9918, 유역 전체의 물교환량의 상대오차율이 약 0.57%로 갑천 유역의 지하수 유동 특성을 잘 반영하였다. 갑천 유역의 지하수는 지형 및 대수층 특성과 하천의 영향에 의하여 전반적으로 유역 남쪽에서 북쪽으로 유동하는데 산지 지역에 존재하는 하천들은 손실과 이득 하천의 형태를 반복하는 반면, 갑천 중 하류 부분과 갑천-유등천 합류 부근은 이득하천의 형태를 보이고 있다. 그리고 소유역별 지하수 물교환량 분석한 결과, 상기 지역을 포함하는 소유역의 하천 공급원이 해당 유역의 지하수 함양량보다 지하수 유동 체계에 따라 인근 소유역에서 공급되는 지하수 유입량 비율이 훨씬 높은 것으로 분석되었다. 반면 유등천 중 상류 지역의 소유역을 제외한 산지 지역의 경우는 하천 공급원이 지하수 유동 체계에 의한 유입량보다 해당 유역 내에서 공급되는 지하수 함양량 비율이 높은 것으로 분석되었다. 따라서 지표수와 지하수의 상호작용 및 하천 유출에 지하수 유동 특성이 주요한 영향을 미치는 것으로 평가되었다.ens 4.4% (2.19)로 나타났다. 4. 全모기類의 月別 捕獲個體數에 對한 百分率은 다음과 같다. 5月 : 0.1% (1981年), 0.0% (1982年); 6月 : 3.5%, 1.3%; 7月 : 50.0%, 33.9%; 8月 : 37.1%, 52.1%; 9月 : 8.8%, 11.9%; 10月 : 0.5%, 0.8%; 11月 : 0.1%. 5. 모기類의 出現은 1981年과 1982年 모두 5月初로서 共通性을 지니고 있으나 增加勢를 보이는 것은 다르게 나타났다. 즉, 1981年은 6月 첫째 週이고 1982年은 前年度보다 3週 앞당겨진 5月 둘째 週였다. 6. 發生最大 peak는 1981年이 7月 다섯째 週이고, 1982年은 2週가 늦은 8月 둘째 週였다. 7. Culex (Culex) pipiens pallens의 最大發生 peak는 1981年度에 7月 다섯째 週, 1982年度는 2週 앞당겨진 7月 셋째 週였다. 8. Culex (Culex) tritaeniorhynchus summoro년의 最大發生 peak는 1981年, 1982年 모두 8月 둘째 週였다. 9. Anopheles (Anopheles) sinensis의 最大發生 peak는 1981年에 7月 다섯째 週, 1982年은 2週 앞당겨진 7月 셋째 週였다. 10. 重要 3種의 最大 peak를 比城하면 Culex (Culex) pipiens pallens와 Anopheles (Anopheles) sinensis는 1981年과 1982年 모두 最大 peak時期가 同一하였으며, Culex (Culex) tritaeniorhynchus summoro년는 2年間 모두 8月둘째 週에 나타났다.osterior to manubrium and anterio

  • PDF

Nonlinear Thermo-mechanical Analysis Considering Heat Flow under Fire Conditions (화재 열 유동을 고려한 구조물의 열응력해석)

  • Pak, Hongrak;Kang, Jun Won;Lee, Jinwoo
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.29 no.4
    • /
    • pp.369-376
    • /
    • 2016
  • In this study, a numerical analysis framework for investigating the nonlinear behavior of structures under fire conditions is presented. In particular, analysis procedure combining fire-driven flow simulation and thermo-mechanical analysis is discussed to investigate the mechanical behavior of fire-exposed representative volume structures made of steel and concrete, respectively. First of all, fire-driven flow analysis is conducted using Fire Dynamics Simulator(FDS) in a rectangular parallelepiped domain containing the structure. The FDS simulation yields the time history of temperature on the surface of the structure under fire conditions. Second, mechanical responses of the fire-exposed structure with respect to prescribed uniformly distributed loads are calculated by a coupled thermo-mechanical analysis using the time-varying surface temperature as boundary conditions. Material nonlinearities of steel and concrete have been considered in the thermo-mechanical analysis. A series of numerical results are presented to demonstrate the feasibility of the multiphysics structural fire analysis for investigating the structural behavior under fire conditions.

Experimental Study about Two-phase Damping Ratio on a Tube Bundle Subjected to Homogeneous Two-phase Flow (균질 2상 유동에 놓인 관군에 작용하는 감쇠비에 대한 실험적 연구)

  • Sim, Woo Gun;Dagdan, Banzragch
    • Transactions of the Korean Society of Mechanical Engineers B
    • /
    • v.41 no.3
    • /
    • pp.171-181
    • /
    • 2017
  • Two-phase cross flow exists in many shell-and-tube heat exchangers such as condensers, evaporators, and nuclear steam generators. The drag force acting on a tube bundle subjected to air/water flow is evaluated experimentally. The cylinders subjected to two-phase flow are arranged in a normal square array. The ratio of pitch to diameter is 1.35, and the diameter of the cylinder is 18 mm. The drag force along the flow direction on the tube bundles is measured to calculate the drag coefficient and the two-phase damping ratio. The two-phase damping ratios, given by the analytical model for a homogeneous two-phase flow, are compared with experimental results. The correlation factor between the frictional pressure drop and the hydraulic drag coefficient is determined from the experimental results. The factor is used to calculate the drag force analytically. It is found that with an increase in the mass flux, the drag force, and the drag coefficients are close to the results given by the homogeneous model. The result shows that the damping ratio can be calculated using the homogeneous model for bubbly flow of sufficiently large mass flux.

Interference Effects of Neighboring Structures on Wind Pressure (인접 구조물의 상호 간섭 효과 해석)

  • Park, Sang-Jun;Lee, Seung-Un;Lee, Seung-Su
    • Proceeding of EDISON Challenge
    • /
    • 2014.03a
    • /
    • pp.574-578
    • /
    • 2014
  • 본 연구에서는 인접 구조물의 상호 간섭에 의한 풍압 변화에 대한 분석을 수행하였다. 두 개의 구조물 사이의 거리 및 위치를 변경하여 비교 해석하는 것으로써 사각형 구조물 구현을 위해 EDISON_CFD를 이용하여 수치해석을 하였고, 유한 체적 법(Finite Volume Method, FVM) 기반의 범용 비압축성 유동 해석을 위해 2D_Incomp-P_2.1 해석자를 사용하였다. 이 연구를 통하여 인접한 구조물의 영향을 분석하여 상호 간 거리와 위치를 결정할 수 있는 근거자료를 확보하였다.

  • PDF

Analysis of Pressure Fluctuation Properties during the Carbonization of Rice husk in a Fluidized Bed Reactor (유동층반응기에서 압력요동특성치를 이용한 왕겨 탄화반응 해석)

  • Han, Seung-Dong;Park, Ji-Heon;Peng, Meimei;Lee, Hwa-Yong;Cha, Wang-Seong;Jang, Hyun-Tae
    • Proceedings of the KAIS Fall Conference
    • /
    • 2010.05b
    • /
    • pp.1237-1240
    • /
    • 2010
  • 본 연구에서는 유동층반응기를 이용하여 왕겨의 탄화반응을 수행하였다. 탄화반응은 내경 40mm, 높이 1.8m의 유동층을 사용하였으며, 분산판은 다공성 스테인레스스틸을 사용하였다. 탄화반응은 질소를 이용하여 수행하였다. 왕겨 주입입자 크기는 직경 2.0mm, 0.715mm, 0.359mm, 0.194mm를 각각 사용하였으며, 유동층의 온도는 $400^{\circ}C$, $500^{\circ}C$, $600^{\circ}C$, $700^{\circ}C$에서 탄화특성을 측정하였다. 또한 유동층의 매질로는 직경 1.0mm의 Co-Mo-Fe/$Al_2O_3$ 촉매를 사용하였으며, 탄화물은 유동층상부에 설치된 사이크론에 의하여 포집분리되었다. 탄화시 유동층 내부의 현상을 압력요동을 이용하여 해석하였으며, 압력신호로부터 평균압력, 압력요동의 표준편차, 주진동수, power spectrum density function을 계산하여 층내현상을 해석하였다. 층내온도, 유동화속도, 공급 입자크기에 따른 층내현상을 압력요동특성치를 이용하여 해석할 수 있었다.

  • PDF