• 제목/요약/키워드: Dimensionless Parameter

검색결과 187건 처리시간 0.031초

CFD모사 기법을 이용한 Pump Diffusion Mixer내의 응집체 확산분포에 대한 평가 (Evaluation of Coagulants Dispersion in Pump Diffusion Mixer for Water Treatment)

  • 박영오;박노석;김성수;김기돈;임경호
    • 상하수도학회지
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    • 제22권1호
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    • pp.49-63
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    • 2008
  • The objectives of this research were to evaluate the pressurized/the main inlet water flowrate ratio which have been used as the most important parameter for operating the pump diffusion mixer until now, to suggest the alternative operating parameter and the relating criteria if the flowrate ratio was not inadequate. For the objectives of this research, computational fluid dynamics (CFD) simulation was conducted for 21 cases of flowrate ratio in full-scaled pump diffusion mixer. From the results of CFD simulation, the local velocity gradient values were calculated in each case in order to analyze the simulation results in more detail. For verifying CFD simulation, wet test was conducted. The wet test was to measure the factual coagulant dispersion distribution at a distance of 5.4m from deflector. From both results of CFD simulation and wet test, flowrate ratio was inadequate as operating parameter or criteria, on the other hand the pressurized/the main inlet velocity ratio(dimensionless) was useful in predicting the performance of pump diffusion mixer. Also, the injected coagulant could be dispersed evenly in overall cross section on the condition that pressurized/the main inlet velocity ratio(dimensionless) is over at least 20.

Nonlinear static and vibration analysis of Euler-Bernoulli composite beam model reinforced by FG-SWCNT with initial geometrical imperfection using FEM

  • Mohammadimehr, M.;Alimirzaei, S.
    • Structural Engineering and Mechanics
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    • 제59권3호
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    • pp.431-454
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    • 2016
  • In this paper, the nonlinear static and free vibration analysis of Euler-Bernoulli composite beam model reinforced by functionally graded single-walled carbon nanotubes (FG-SWCNTs) with initial geometrical imperfection under uniformly distributed load using finite element method (FEM) is investigated. The governing equations of equilibrium are derived by the Hamilton's principle and von Karman type nonlinear strain-displacement relationships are employed. Also the influences of various loadings, amplitude of the waviness, UD, USFG, and SFG distributions of carbon nanotube (CNT) and different boundary conditions on the dimensionless transverse displacements and nonlinear frequency ratio are presented. It is seen that with increasing load, the displacement of USFG beam under force loads is more than for the other states. Moreover it can be seen that the nonlinear to linear natural frequency ratio decreases with increasing aspect ratio (h/L) for UD, USFG and SFG beam. Also, it is shown that at the specified value of (h/L), the natural frequency ratio increases with the increasing the values amplitude of waviness while the dimensionless nonlinear to linear maximum deflection decreases. Moreover, with considering the amplitude of waviness, the stiffness of Euler-Bernoulli beam model reinforced by FG-CNT increases. It is concluded that the R parameter increases with increasing of volume fraction while the rate of this parameter decreases. Thus one can be obtained the optimum value of FG-CNT volume fraction to prevent from resonance phenomenon.

연약한 점토층 위에 놓인 모래지반의 극한지지력에 관한 연구 (Bearing Capacity of Foundation on Sand Overlying Soft Clay)

  • 민덕기;김효상
    • 한국지반공학회논문집
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    • 제15권5호
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    • pp.29-41
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    • 1999
  • 본 논문에서는 연약한 점토층과 모래지반으로 이루어진 2층지반의 지지력을 구하기 위하여 비교적 간단한 강도정수평균법을 적용하였다. 강도정수평균법의 오차를 줄이기 위해, 강도정수평균을 취할 한계깊이를 정의하는 식을 유도하고, 수치해석(FLAC)을 이용하여 보정하였다. 그리고 그 결과를 무차원차트로 나타내었다. 본 논문에서 제안된 무차원차트를 이용하여 구한 2층지반의 지지력과 Satyanarayana & Grag, Sreenivasulu, Meyerhof & Hnna 등이 제안한 기존의 연구결과와 비교 및 검토를 수행하였다, 강도정수평균법은 하부지반을 대표할 수 있는 물성을 구하고, 기초하부를 단층지반으로 가정한 후 기존의 지지력계수를 사용하게 된다. 본 논문에서 기존의 제안된 지지력계수 중에서 Vesic이 제안한 지지력계수를 사용하는 것이 수치해석에 근접하였고, 강도정수평균을 취할 한계깊이를 기초폭의 약 2배로 가정한 Satyanarayana & Grag의 방법과 기초 파괴시 형성되는 강체쐐기의 크기$[0.5B\; tan(45+\phi_1/2)]$로 가정한 Sreenivasulu방법은 과다한 지지력이 산정되는 결과를 보였다. 그리고 기초연단에서 수직면을 따라 수동파괴 상태가 형성되는 것으로 가정한 Heyerhof & Hanna의 결과와 본 연구에서 제안한 방법은 비교적 잘 일치하였다. 따라서, 제안된 무차원차트를 이용하여 연약한 점토층 위에 놓인 모래지반의 지지력을 근사적으로 예측할 수 있다는 결론을 얻었다.

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주동단에 반력으프링이 부착된 공진우 시험기에서 우동단 불완전 고정의 영향 (Effects of Imperfect Fixing at the Active End of Spring-top Resonant Column Apparatus)

  • 민덕기
    • 한국지반공학회지:지반
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    • 제6권1호
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    • pp.7-14
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    • 1990
  • 주동단에 반력스프링이 부착된 공진주(spring-top resonant column) 시험기 주동단 불완전 고정의 영향을 연구하기 위해 2자유도 모델을 제안하였다. SYMPHONY스프레드쉿트를 이용하여 무차원주파수, F를 구할 수 있도록 전산화하였으며 이로부터 탄성계수를 구할 수 있다. F에 대한 반력 질량의 영향은 반력질량 및 시료의 질량 및 주파수에 관계되는 계수, T<20인 경우에 는 무시할 수 없음을 밝혔다. 시험기 및 시료의 질량과 주파수에 관계되는 계수, Tci가 증가함에 따라 F의 영향 역시 증가하였으나 T도 20인 경우 그 영향은 적었다. 주동단 고정을 위해서는 T, 이 20이상 되어야 함을 제안하였으며 이 경우 SDOF으로 취급할 수 있다. 시료와 시험기의 감쇠비는 F에 크게 영향을 미치지 않음도 밝혔다.

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굽힘하중을 받는 준 카고메 트러스 샌드위치 판재의 파손선도와 최적설계변수의 도출 (Failure Maps and Derivation of Optimal Design Parameters for a Quasi-Kagome Truss Sandwich Panel Subjected to Bending Moment)

  • 임채홍;전인수;강기주
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.96-101
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    • 2007
  • A new metallic sandwich panel with a quasi-Kagome truss core subjected to bending load has been analyzed. First, equations of the failure loads corresponding to the eight failure modes are presented. Then, non-dimensional forms of the equations are derived as functions of three geometric variables, one material parameter (yield strain), one load index and one weight index. Failure maps are presented for a given weight index. By using the dimensionless forms of equations as the design constraints, two kinds of optimization are performed. One is based on the weight, that is, the objective function, namely, the dimensionless load is to be maximized for a given weight. Another is based on the load, that is, the dimensionless weight is to be minimized for a given load. The results of the two optimization processes are found to agree each other. The optimized geometric variables are derived as a function of given weights or failure loads. The performance of the quasi-Kagome truss as the core of a sandwich panel is evaluated by comparison with those of honeycomb cored and octet truss cored panels

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굽힘하중을 받는 준 카고메 트러스 샌드위치 판재의 파손선도와 최적설계변수의 도출 (Failure Maps and Derivation of Optimal Design Parameters for a Quasi-Kagome Truss Sandwich Panel Subjected to Bending Load)

  • 임채홍;전인수;강기주
    • 대한기계학회논문집A
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    • 제31권9호
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    • pp.943-950
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    • 2007
  • A new metallic sandwich panel with a quasi-Kagome truss core subjected to bending load has been analyzed. First, equations of the failure loads corresponding to the eight failure modes are presented. Then, non-dimensional forms of the equations are derived as functions of three geometric variables, one material parameter (yield strain), one load index and one weight index. Failure maps are presented for a given weight index. By using the dimensionless forms of equations as the design constraints, two kinds of optimization are performed. One is based on the weight, that is, the objective function, namely, the dimensionless load is to be maximized for a given weight. Another is based on the load, that is, the dimensionless weight is to be minimized for a given load. The results of the two optimization processes are found to agree each other. The optimized geometric variables are derived as a function of given weights or failure loads. The performance of the quasi-Kagome truss as the core of a sandwich panel is evaluated by comparison with those of honeycomb cored and octet truss cored panels.

상대적으로 작은 기초를 갖는 급수탑의 안정성 (Stability of Water Tower with a Relatively Small Footing)

  • 오상진;진태기
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.963-968
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    • 2006
  • The main purpose of this paper is to investigate the stability of water tower with a relatively small footing. The water tower is modeled that the column carrying a container is supported by a rotational spring at the base and is of constant cross-section, with a weight per unit length of column axis. The column model is based on the Bernoulli-Euler beam theory. The Runge-Kutta method and Determinant Search method are used to perform the integration of the governing differential equation and to determine the critical values(critical own weight. and critical buckling load), respectively. The critical buckling loads are calculated over a range of system parameters: the rotational stiffness parameter, the dimensionless radius of container and the own weight parameter of the column. The relation between the rotational stiffness parameter and the critical own weight parameter of the column is analyzed.

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HEAT AND MASS TRANSFER EFFECTS ON MHD NATURAL CONVECTION FLOW PAST AN INFINITE INCLINED PLATE WITH RAMPED TEMPERATURE

  • SHERI, SIVA REDDY;SURAM, ANJAN KUMAR;MODULGUA, PRASANTHI
    • Journal of the Korean Society for Industrial and Applied Mathematics
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    • 제20권4호
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    • pp.355-374
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    • 2016
  • This work is devoted to investigate heat and mass transfer effects on MHD natural convection flow past an inclined plate with ramped temperature numerically. The dimensionless governing equations for this investigation are solved by using finite element method. The effects of angle inclination, buoyancy ratio parameter, permeability parameter, magnetic parameter, Prandtl number, heat generation, thermal radiation, Eckert number, Schmidt number, chemical reaction parameter and time on velocity, temperature and concentration fields are studied and presented with the aid of figures. The effects of the pertinent parameters on skin friction, rate of heat transfer and mass transfer coefficients are presented in tabular form. The numerical results are compared graphically with previously published result as special case of the present investigation and results found to be in good agreement.

충돌제트 노즐의 배열방법에 따른 열전달 특성에 관한 연구 (Study on the Heat Transfer Enhancement with Array of Impinging Jet Nozzles)

  • 박재현;서용권;김동균;김시범
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 추계학술대회
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    • pp.1476-1481
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    • 2004
  • In this paper, we present the flow and heat transfer characteristics with the array of impinging jet nozzles by using the numerical computation and experiment. Numerical solutions were obtained for dimensionless gap H=6, dimensionless outlet length L=10 and Reynolds number Re=1500 by using the commercial CFD code, CFX -5. Experimental and numerical results were agreed well with each other. It was found that the impinging jet with circular array nozzles generated the uniform heat transfer area and the maximum heat transfer is higher than rectangular array nozzles for certain parameter sets.

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집중 질량을 가진 회전하는 외팔 평판의 진동 해석 (Vibration Analysis of Rotating Cantilever Plates with a Concentrated Mass)

  • 양정식;유홍희
    • 소음진동
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    • 제8권6호
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    • pp.1130-1136
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    • 1998
  • A modelling method for the vibration analysis of rotating cantilever plates with a concentrated mass is presented. The equations of motion for the rotating plates with a concentrated mass located in an arbitrary position are derived and transformed into a dimensionless form. For the mathematical modelling of the concentrated mass. a mass density Dirac delta function is used. The effects of concentrated mass and its location. angular speed. plate aspect ratio. and hub radius of the rotating plate on the natural frequencies are studied. Particularly. mode shape variations due to some parameter variations are investigated.

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