The Study of Water-Sediment Two Phase Flow Field Measurement Based on Particle Image Velocimetry

Article Preview

Abstract:

Internal flow field of water-sediment two phase flow was hardly observed by PIV system, due to poor light transmittance. To improve this situation, the glass particle was used in experiment instead of sediment particle. According to the experiment results, the light transmittance of the mixture of glass beads and water was better than the mixture of sediment and water; so the relatively clear internal image of the two-phase flow could be obtained by PIV system. According to the experiment, the glass beads movement was similar to sediment in water.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

302-310

Citation:

Online since:

August 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Grant I. Particle image velocimetry: a review[J]. Proc. Inst. Mech. Eng. C , 1997, 211(1): 55–76.

Google Scholar

[2] Adrian R. J. Image shifting technique to resolve directional ambiguity in double pulsed velocimetry[J]. Appl. Optics, 1986, 25(21): 3855–3858.

DOI: 10.1364/ao.25.003855

Google Scholar

[3] Rajengran V. P. , Patel V. C. Measurement of vortices in model pump-intake bay by PIV[J]. J. Hydraulic Eng. ASCE, 2000, 126(5): 322–334.

DOI: 10.1061/(asce)0733-9429(2000)126:5(322)

Google Scholar

[4] XU Jing-lei, SHA Jiang, LIN Chun-feng, ZHANG Kun-yuan. PIV EXPERIMENTAL RESEARCH OF INSTANTANEOUS FLOW CHARACTERISTICS OF CIRCULAR ORIFICE SYNTHETIC JET[J]. Journal of Hydrodynamics, 2007, 19(4): 453-458.

DOI: 10.1016/s1001-6058(07)60139-5

Google Scholar

[5] Sanjou M, Nezu I, Toda A. PIV studies on turbulence structure in air/water interface with wind-induced water waves[J]. Journal of Hydrodynamics, 2010, 22(5): 349-353.

DOI: 10.1016/s1001-6058(09)60217-1

Google Scholar

[6] Nezu I, Sanjou M. PIV and PTV measurements in hydro-sciences with focus on turbulent open-channel flows[J]. Journal of Hydro-environment Research, 2011, 5(4): 215-230.

DOI: 10.1016/j.jher.2011.05.004

Google Scholar

[7] Raffel, M., Willert, C., Wereley, S., Kompenhans, J., Particle Image Velocimetry[M]. Springer. (2007).

DOI: 10.1007/978-3-540-72308-0

Google Scholar

[8] Schroeder, A., Willert, C.E. (Eds. ), 2008. Particle Image Velocimetry; New Developments and Recent Applications. Springer.

Google Scholar

[9] TANG Y, TIAN M, ZHANG G. PIV experimental research of flow structure in rectangular channel with transversely placed spiral coil insert[J]. Journal of Hydrodynamics, 2012, 24(4): 518-525.

DOI: 10.1016/s1001-6058(11)60273-4

Google Scholar

[10] SHI H. Experimental research of flow structure in a gas-solid circulating fluidized bed riser by PIV[J]. Journal of hydrodynamics, 2007, 19(6): 712-719.

DOI: 10.1016/s1001-6058(08)60008-6

Google Scholar

[11] AN Rui-Dong, LI Jia. Characteristic analysis of the plunging of turbidity currents[J]. Journal of Hydrodynamics, 2010, 22(2): 274-282.

Google Scholar

[12] Souza L B S, Schulz H E, Villela S M, et al. Experimental Study and Numerical Simulation of Sediment Transport in a Shallow Reservoir[J]. Journal of Applied Fluid Mechanics, 2010, 3(2): 9-21.

Google Scholar

[13] Firoozabadi B, Afshin H, Bagherpour A. Experimental Investigation of Turbulence Specifications of Turbidity Currents[J]. Journal of Applied Fluid Mechanics, 2010, 3(1): 63-73.

Google Scholar

[14] Zhu J B, Lee C B, Chen G Q, et al. PIV observation of instantaneous velocity structure of lock release gravity currents in the slumping phase[J]. Communications in Nonlinear Science and Numerical Simulation, 2006, 11(2): 262-270.

DOI: 10.1016/j.cnsns.2004.10.002

Google Scholar

[15] Martin, J. E; García, M.H. Combined PIV/LIF measurements of a steady density current front[J]. Exp Fluids, 2009, 46: 265-276.

DOI: 10.1007/s00348-008-0556-7

Google Scholar