Comparison of Sewage Treatment Mixer in Three Pool Face Boundary Conditions

Article Preview

Abstract:

The method for setting the boundary condition of the pool surface was studied. Using the FLUENT 6.3 CFD software,the RNG k-ε turbulence model and SI MPLE algorithm,the sewage treatment pool where a submersible mixer with two leaves was numerically simulated by describing the surface as wall,VOF model and rigid-lid assumption respectively. Meanwhile, the velocity distribution in the pool was analyzed. The results showed that: the contribution of the three different treatments to the flow in the pool are small except the area near the pool surface. In the first case ( describe the surface as wall), pool surface fluid velocity is zero, which is inconsistent with the actual situation obviously. In the other two cases (describe the surface as VOF model and rigid-lid assumption), the pool surface fluid velocity has the same velocity and is not zero,which is consistent with the actual situation. In the case of rigid-lid assumption,convergence was reached easily,and it is undemanding for the computer configuration,so it ( rigid-lid assumption) is the best boundary conditions setting method for the surface and provides guidance for the mixer numerical simulation.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

979-983

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] YAN Jianhua, HUANG Jiandao, TENG Guorong. Research on Rural Domestic Sewage Disposal of Biologic Disposal High Efficiency Blender. Journal of Anhui Agri Sci. 2009, 37 (20) : 9606 – 9607.

Google Scholar

[2] AI Haifeng. Numerical Simulation of Three Dimensional Flow andIts Application in Hydraulic Engineering[D]. TIANJING University, 2005, 12, 22-29.

Google Scholar

[3] LI Zhigao. An investigation on numerical simulation of free water surface and entrainment problems in hydraulic engineering[D], Xi'an University of Technology, 2004, 3. 62-81.

Google Scholar

[4] YUAN L-i rong, SHEN Yong-ming, ZHENG Yong-hong. Simulation of a vertical turbulent jet discharged from the bottom of static shallow water with the VOF method[J]. Advanced in water science, 15(5),2004. 9, 565-570.

Google Scholar

[5] HE Zigan. Structure analysis of turbulent flows of smooth and rough open-channels[J], Journal of Dalian University of Technology, 39(6), 1999 , 11, 807-870.

Google Scholar

[6] HE Zigan, W Rodi, J Frohlich. Large Eddy Simulation of Turbulent Flows in Smooth and Rough Open Channels, Journal of hydrodynamics[J], A 15(2), 2000. 6, 191-201.

Google Scholar

[7] TIAN Fei, SHI Weidong, LU Xining, et al. Numerical simulation of submersible mixer with three blades[J]. Juaral of Drainage and Irrigation Machinery Engineering, 2012,30(1), 11-14.

Google Scholar

[8] TIAN Fei, SHI Wei-dong, etal, Study on installation position of sewage treatment mixer[J],ASME FEDSM2010.

Google Scholar

[9] TIAN Fei, SHI Weidong, et al. Hydraulic Design and Experimental Study on the Wastewater Treatment Mixer[J], FLUID MACHINERY, 2011, 39(1), 1-4.

Google Scholar

[10] TIAN Fei, SHI Weidong. The effect of dome on wastewater-treatment mixer performance[J],Journal of Engineering Thermophysics,2010, 31, pp.245-248.

Google Scholar

[11] SHI Weidong, TIAN Fei, etal. Flow Analysis and Measurement of Wastewater Treatment Mixer with Dome[J], China Academic Journal Electronic Publishing House, 2011, 42(3), 96-99.

Google Scholar

[12] JIANG Shengchao, TENG Bin, GOU Ying. The Characters and Comparison of Two Internal Wave Solution with different Surface Conditions. China offshore platform. 23(3), 2008. 6, 11-16.

Google Scholar