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    Numerical solution of transient flow in wind tunnels

    , Article Proceedings of the 7th Biennial Conference on Engineering Systems Design and Analysis - 2004, Manchester, 19 July 2004 through 22 July 2004 ; Volume 1 , 2004 , Pages 921-927 ; 0791841731 (ISBN); 9780791841730 (ISBN) Nouri Borujerdi, A ; Ziaei Rad, M ; Sharif University of Technology
    American Society of Mechanical Engineers  2004
    Abstract
    This paper deals with design and analysis of intermittent supersonic wind tunnels. System can be constructed by allowing air at atmospheric pressure to pass through a converging-diverging nozzle, a test section and a diffuser into a vacuum tank. The governing equations of compressible fluid flow have been solved numerically using flux vector splitting method to obtain running time under which it works at the design Mach number. The formulation has been tested on the theory of quasi one-dimensional compressible flow. The numerical results are in good agreement with the results of the theory  

    Experimental Study of Transient Two-Phase Slug Flow (Air-Water)

    , M.Sc. Thesis Sharif University of Technology Eyhavand Koohzadi, Amin (Author) ; Borghei, Mahmoud (Supervisor)
    Abstract
    Fluid transient in a conduit is an unsteady flow, which is followed by the change in the flow rate condition. Pressure transients in pipeline systems are caused by fluid flow interruption from operational changes such as starting/stopping of pumps, sudden changes to valve setting, etc. Fluid transient analysis is commonly based on the assumption of no air in the liquid. However, air entrainment, trapped air pockets, free gas, and dissolved gases frequently are present in the pipeline. In fact, Air changes flow properties and transient pressure peaks in comparison with single-phase flow. Experimental study has been carried out to verify characteristics of transient pressure inside a... 

    Experimental research on heat transfer of water in tubes with conical ring inserts in transient regime

    , Article International Communications in Heat and Mass Transfer ; Volume 38, Issue 5 , 2011 , Pages 668-671 ; 07351933 (ISSN) Anvari, A. R ; Lotfi, R ; Rashidi, A. M ; Sattari, S ; Sharif University of Technology
    2011
    Abstract
    Forced convective of water in horizontal tubes with conical tube inserts has been studied experimentally. The transient flow regime has been used for the tests. Experimental results are validated with existing well established correlation. The turbulators were placed in two different arrangements: converging conical ring, referred to as CR array and diverging conical ring, DR array. Two correlations for the Nusselt number based on the experiment are introduced for practical use. It is found that the insertion of turbulators has enhanced the Nusselt number for the DR arrangement up to 521%, and for the CR arrangement up to 355%, although using the turbulators cause a significant increase in... 

    Oscillatory transient flow experiments and analysis in circular microchannels

    , Article 2006 ASME International Mechanical Engineering Congress and Exposition, IMECE2006, Chicago, IL, 5 November 2006 through 10 November 2006 ; 2006 ; 08888116 (ISSN); 0791837904 (ISBN); 9780791837900 (ISBN) Javadi, A ; Javadi, K ; Krägel, J ; Miller, R ; Kovalchuk, V. I ; Ferri, J. K ; Bastani, D ; Taeibi Rahni, M ; Sharif University of Technology
    American Society of Mechanical Engineers (ASME)  2006
    Abstract
    In this research purely oscillation fluid flow in two microtubes 150 and 250 μM(3.5 mm length) is studied using computational fluid dynamic (CFD) approach and utilizing a new experimental setup developed for dynamic interfacial tension measurement (capillary pressure technique) in the frequency range between 0.2 and 80 Hz. The experiments are done with pure water at a mean temperature of about 25 °C. The results of oscillatory conditions for microtubes of 0.5 mm in diameter have been compared with experimental results for several frequencies. The computational approach was validated by comparison with experimental data of the continuous constant flow through microtubes and also with... 

    An analytical investigation of transient imperfectly expanded turbulent jet

    , Article Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering ; Volume 236, Issue 14 , 2022 , Pages 3057-3063 ; 09544100 (ISSN) Ghahremani, A ; Aramfard, M ; Saidi, M. H ; Sharif University of Technology
    SAGE Publications Ltd  2022
    Abstract
    Supersonic turbulent high-pressure jet flows, which are discharging in low-pressure quiescent ambient, are recognized as imperfectly expanded turbulent jet. Steady-state imperfectly expanded jet flow has been already studied analytically; however, the transient flow has not been thoroughly studied. In the present study, the transient imperfectly expanded jet flow with focus on fuel spray in combustion is investigated analytically employing two-step separation of variables method and Fourier-Bessel expansion. The results are validated using available experimental data. The effects of different parameters such as eddy viscosity and pressure ratio on the behavior of the jet are studied. Results... 

    Water hammer in a horizontal rectangular conduit containing air-water two-phase slug flow

    , Article Journal of Hydraulic Engineering ; Volume 142, Issue 3 , 2016 ; 07339429 (ISSN) Eyhavand Koohzadi, A ; Borghei, S. M ; Kabiri Samani, A ; Sharif University of Technology
    American Society of Civil Engineers (ASCE)  2016
    Abstract
    The study of water hammer in air-water, two-phase flows in hydraulic structures such as pressurized pipelines and tunnels, siphons, culverts, and junctions is of great importance for design purposes. Water hammer if combined with a periodic slug flow would lead to severe periodic transient pressure fluctuations inside the conduit. Laboratory experiments have been conducted to investigate waterhammer pressure inside a horizontal rectangular conduit carrying a two-phase, air-water slug flow. Tests were performed in an experimental apparatus comprising a 6.8-m-long transparent pipeline 0.06 m wide and 0.1 m high. By rapidly closing a control gate at the end of the conduit, propagating pressure... 

    Effect of unsteady friction models and friction-loss integration on transient pipe flow

    , Article Scientia Iranica ; Volume 13, Issue 3 , 2006 , Pages 245-254 ; 10263098 (ISSN) Vakil, A ; Firoozabadi, B ; Sharif University of Technology
    Sharif University of Technology  2006
    Abstract
    When velocities in the piping systems change rapidly, spectacular accidents occur, due to tranient-state pressures where the elastic properties of the pipe and liquid must be considered. This hydraulic transient is commonly known as water hammer. A conventional widely-used technique for analyzing this phenomenon is the Method Of Characteristic (MOC), in which, by introducing the characteristic lines, two ordinary differential equations, in lieu of the governing partial differential equations, are produced. In the undisturbed form of the equations, the energy dissipation is evaluated by the steady or quasi-steady approximation. But, there is experimental and theoretical evidence which shows... 

    Implementation of Time Splitting Projection Method in water hammer modeling in deformable pipes

    , Article International Journal of Pressure Vessels and Piping ; Volume 98 , October , 2012 , Pages 30-42 ; 03080161 (ISSN) Niroomandi, A ; Borghei, S. M ; Bohluly, A ; Sharif University of Technology
    Elsevier  2012
    Abstract
    In this paper Time Splitting Projection Method (TSPM) has been implemented to model transient flow in a deformable pipe. In addition a quasi-steady model and the Brunone unsteady model have been incorporated into the algorithm to consider the effect of static and dynamic friction on the shape and attenuation of pressure waves. The deformation of the cross section of the pipe due to the change of pressure has been considered using Hooke's Law of elasticity. Numerical results of the model have been compared with a simple analytical test and results of experimental measurements for water hammer problem with different Reynolds numbers in a simple pipeline system; besides, numerical stability... 

    Investigation of valve-closing law on the maximum head rise of a hydropower plant

    , Article Scientia Iranica ; Volume 16, Issue 3 B , 2009 , Pages 222-228 ; 10263098 (ISSN) Vakil, A ; Firoozabadi, B ; Sharif University of Technology
    2009
    Abstract
    Piping systems commonly experience the transient-state situation as the result of changes to flow conditions during pump failures, valve closures or turbine load rejection. This paper addresses transients as a consequence of the load rejection of a Francis hydropower plant (Karun 4, Ahwaz, Iran). To control the turbine system and related equipment during load rejection, the valve closing law of wicket gates is of paramount importance. The pressure rise at the end of the pressure shaft, the pressure drop in the draft tube and the speed rise while the electromagnetic braking torque disappears are solely dependent on the closing curve. Thus, an optimum closing law can eliminate the probable... 

    Numerical modeling of transient turbulent gas flow in a pipe following a rupture

    , Article Scientia Iranica ; Volume 17, Issue 2 B , 2010 , Pages 108-120 ; 10263098 (ISSN) Nouri Borujerdi, A ; Ziaei Rad, M ; Sharif University of Technology
    2010
    Abstract
    The transient flow of a compressible gas generated in a pipeline after an accidental rupture is studied numerically. The numerical simulation is performed by solving the conservation equations of an axisymmetric, transient, viscous, subsonic flow in a circular pipe including the breakpoint. The numerical technique is a combined finite element-finite volume method applied on the unstructured grid. A modified K - ε model with a two-layer equation for the near wall region and compressibility correction is used to predict the turbulent viscosity. The results show that, for example, after a time period of 0.16 seconds, the pressure at a distance of 61.5 m upstream of the breakpoint reduces about...