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Author:

Yang, Y.-L. (Yang, Y.-L..) (Scholars:杨艳玲) | Ma, C.-H. (Ma, C.-H..) | Li, X. (Li, X..) | Zhou, Z.-W. (Zhou, Z.-W..) (Scholars:周志伟) | Wang, X.-N. (Wang, X.-N..) | Li, H.-L. (Li, H.-L..) | Xu, H.-Y. (Xu, H.-Y..)

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Scopus PKU CSCD

Abstract:

To discuss the mechanism of ultrasonic sterilization and provide technical support for the ultrasonic treatment for sludge disposal, the effects of ultrasound power (250-1500 W) and frequencies (25 and 40 kHz) on the inactivation rate of coliform, cavitation intensity and production of hydroxyl radicals were investigated with the simulated aqueous solution. The mechanism of inactivation was preliminarily discussed. Results showed that under the same ultrasound time and frequency, the inactivation rate of coliform gradually increased with the increases of ultrasound power lower than 1250 W and then almost the same. The frequency of 40 kHz showed more superiority than 25 kHz under the same ultrasound time and power. Cavitation intensity and production of hydroxyl radicals displayed similarity as the inactivation rate did, therefore, the inactivation rate increased with the increases of cavitation intensity and production of hydroxyl radicals. Although the effect of hydroxyl radicals was weak, the oxidation of hydroxyl radicals did play a role in the sterilization that was identified by adding masking agents of sodium bicarbonate (NaHCO3) into the simulated water. ©, 2015, Beijing University of Technology. All right reserved.

Keyword:

Hydroxyl radical; Inactivation; Intensity of cavitation; Masking agent; Ultrasound

Author Community:

  • [ 1 ] [Yang, Y.-L.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Ma, C.-H.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Li, X.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Zhou, Z.-W.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Wang, X.-N.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Li, H.-L.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Xu, H.-Y.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2015

Issue: 3

Volume: 41

Page: 446-451

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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