Particles Capturing and Correlation with Head Loss in a Pilot-Scale Biological Aerated Filter

Article Preview

Abstract:

Experimental observations of particle capturing through the biological aerated filter bed indicated that air flow rate plays an important role in head loss development by influencing the suspended solids distribution along the depth of the bed as well as the morphology of the deposits. The active height for the SS removal prolonged with the increasing of the air velocity based on the mechanism of first-order kinetics. With the increasing of the superficial air velocity, the effluent SS concentration and the time need to reach the stead-states after backwash both increased. The value of the SS spike in the effluent after backwash at superficial air velocity of 27 m/hr was nearly twice as much as that of 5.4m/hr. Distribution of the deposits at higher air velocity was more uniform. Deposits at lower velocity with air flow rate produced higher head loss gradient. The headloss increased with the increasing of deposits and the increase rate was faster when the deposits exceeded higher value.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

279-286

Citation:

Online since:

September 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Dj.M. Maric, P.F. Meier and S.K. Estreicher: Mater. Sci. Forum Vol. 83-87 (1992), p.119.

Google Scholar

[2] J. Ma, L. P. Qiu: Environ Engng. Vol. 20 (2002), p.7.

Google Scholar

[3] R. C. Stensel, Brenner, K. M. Lee, and H. Melcer: Environ Engng. Vol. 114 (1988), p.655.

Google Scholar

[4] J. M. Gálvez, M. A. Gómez, E. Hontoria.: Hazard Mater. Vol. 101 (2003), p.219.

Google Scholar

[5] Veerapaneni S, Wiesner M R.: Environ Eng Sci. Vol. 31 (1997), p.2738.

Google Scholar

[6] L. Mendoza-Espinosa, and T. Stephenson.: Environ Eng Sci. Vol. 16 (1999), p.201.

Google Scholar

[7] Veerapaneni S, Wiesner M R.: Environ Sci. Technol. Vol. 31 (1997), p: 2738.

Google Scholar

[8] Boller M A, Kavanaugh M C: Water Research Vol. 29 (1995), p: 1139.

Google Scholar

[9] Mays D C, Hunt J R: Environ Sci. Technol. Vol. 39 (2005), p: 577.

Google Scholar

[10] Alsina J M, Cáceres I.: Coastal Engineering Vol. 58 (2011), p: 657.

Google Scholar

[11] Xu S, Gao B, Saiers J E.: Water Resources Research Vol. 42 (2006), p: 1576.

Google Scholar

[12] Hubbe M A, Chen H, Heitmann J A.: Bio. Resources Vol. 4 (2009), p: 405.

Google Scholar

[13] Xu S, Saiers J E.: Water Resources Research Vol. 45 (2009), p: 963.

Google Scholar

[14] Hall D, Fitzpatrick C S B.: Water Research Vol. 33 (1999), p: 3666.

Google Scholar

[15] Han H, Ma W, Huang J, et al.: Recent Progress in Slow Sand and Alternative Biofiltration Processes, 2006: 484.

Google Scholar

[16] EPA of china, 2002. Water and Wastewater Analyzing Methods, fourth ed. China Environmental Science Press, Beijing.

Google Scholar

[17] Petersen M A, Grade H.: Indus Eng. Chem. Res. Vol. 50 (2011), p: 12217.

Google Scholar

[18] Mitrouli S T, Karabelas A J, Yiantsios S G.: Sep Puri Tech. Vol. 65(2009), p: 147.

Google Scholar

[19] Persson F, Langmark J, Heinicke G.: Water Research Vol. 39(2005), p: 3791.

Google Scholar

[20] Elimelech M, Jia X, Gregory J.: Butterworth-Heinemann, (1998).

Google Scholar