Design Calculations on the Recycle of Malysite in Sludge under the Synergistic Effect of Acidification and Ultrasonic

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Abstract:

During the recycle process of malysite in sludge under the synergistic effect of acidification and ultrasonic, the features of malysite, the principles and steps of design calculations for sludge malysite are introduced on the basis of the previous experimental data. According to the function, the design process can be classified into pretreatment unit, coagulation treatment unit, malysite recovery unit, sedimentation and filtration unit. Design calculations are conducted in the light of the requirements on design flow, cycle time, influent water quality, material and experimental data. Design calculations and selections as well as device construction are accomplished based on the design criterion of water treatment. Ultimately, the parameters of each treatment unit responding to the design process are obtained through the experimental validation by means of the constructed experimental device.

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Periodical:

Advanced Materials Research (Volumes 204-210)

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796-801

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February 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Abdo M. S. E, Ewida K. T, and Youssef Y, Recovery of alum from wasted sludge produced from water treatment plants, Journar of Environmenatl Science Health, Vol. A28, No. 6, pp.1205-1216 (2000).

DOI: 10.1080/10934529309375937

Google Scholar

[2] Cornwell D. A, Cline G. C, and Przybyla J. M, Demonstration testing of alum recovery by liquid ion exchange, AWWA, Vol. 73, No. 6, pp.326-332 (1981).

DOI: 10.1002/j.1551-8833.1981.tb04722.x

Google Scholar

[3] Prakash P, and Sengupta A. K, Selective alum coagulant recovery from water treatmentplant residuals using donnan membrance process, Environmental Science and Technology, Vol. 37, No. 19, pp.4468-4474 (2003).

DOI: 10.1021/es030371q

Google Scholar

[4] Petruzzlli D, Volpe A, Limoni N, and Passino R, Coagulants Removal and Recovery from Water Clarifier Sludge, Water Research, Vol. 34, No. 7, pp.2177-2182 (2000).

DOI: 10.1016/s0043-1354(99)00357-7

Google Scholar

[5] Francois R J, Structure on hydroxide flocs, Water Research, Vol. 19, No. 10, pp.1249-1254 (1985).

Google Scholar

[6] January Bien, and Lidia Wolny, Changes of some sewage sludge parameters prepared with an ultrasonic field, Wat. Sci. Tech, Vol. 36, No. 11, p.101–106 (1997).

DOI: 10.2166/wst.1997.0399

Google Scholar

[7] Harrison S L, Bacterial cell disrruption: a key unit operation in the recovery ofintracenular products, Biotechno1 Adv, Vol. 9, No. 11, pp.217-240 (1991).

Google Scholar