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Author:

Zhao, Jiaheng (Zhao, Jiaheng.) | Li, Xing (Li, Xing.) | Lu, Zedong (Lu, Zedong.) | Chi, Wenjun (Chi, Wenjun.) | Wang, Zhibin (Wang, Zhibin.) | Chen, Yawei (Chen, Yawei.)

Indexed by:

Scopus SCIE

Abstract:

Static pipeline mixers play a crucial role in water treatment processes, and their mixing efficiency can be influenced by factors. Innovating mixer design to simultaneously reduce head loss and G-values while maintaining effective mixing across various flow conditions holds practical significance for improving treatment process performance. This study used a combination of numerical simulations and experimental validation to investigate the mixing process of a novel multi-stage static pipeline mixer. The results indicated that within the flow velocity range of 0.2-1.8 m/s, compared to the Kenics mixer, the new multi-stage static pipeline mixers (HOCM and COCM) achieved significant reductions in head loss (89.4 % for HOCM and 52.9 % for COCM) and Gvalues (67.3 % for HOCM and 31.3 % for COCM). The turbulent kinetic energy intensity of HOCM was much lower than that of COCM and Kenics mixers. Importantly, all mixers reached a state of complete mixing with the coefficient of variation (CoV) less than 0.05. In the HOCM mixer, the 2nd mixing stage was identified as the primary mixing zone, while in the COCM mixer, the 1st mixing stage played a crucial role in mixing. When the mixers achieved a mixing degree of 95 %, the head loss of HOCM and COCM was significantly lower than various types of traditional mixers (Kenics, SMX, SMV, ISG, Inliner Lightnin). This is attributed to the highly efficient mixing effect generated by the clockwise helical flow produced in the 1st and 2nd mixing stages.

Keyword:

Numerical simulations Multi-stage Water treatment Kenics mixer Static pipeline mixers

Author Community:

  • [ 1 ] [Zhao, Jiaheng]Beijing Univ Technol, Coll Architecture & Civil Engn, Fac Urban Construct, Beijing 100124, Peoples R China
  • [ 2 ] [Li, Xing]Beijing Univ Technol, Coll Architecture & Civil Engn, Fac Urban Construct, Beijing 100124, Peoples R China
  • [ 3 ] [Lu, Zedong]Beijing Univ Technol, Coll Architecture & Civil Engn, Fac Urban Construct, Beijing 100124, Peoples R China
  • [ 4 ] [Chi, Wenjun]Zhejiang Lianchi Water Equipment Co Ltd, Hangzhou 311121, Zhejiang, Peoples R China
  • [ 5 ] [Wang, Zhibin]Zhejiang Lianchi Water Equipment Co Ltd, Hangzhou 311121, Zhejiang, Peoples R China
  • [ 6 ] [Chen, Yawei]Liaocheng Urban & Rural Planning & Design Inst, Liaocheng, Peoples R China
  • [ 7 ] [Lu, Zedong]Beijing Univ Technol, 100 Xi Da Wang Rd, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Lu, Zedong]Beijing Univ Technol, 100 Xi Da Wang Rd, Beijing 100124, Peoples R China;;

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Source :

JOURNAL OF WATER PROCESS ENGINEERING

ISSN: 2214-7144

Year: 2024

Volume: 60

7 . 0 0 0

JCR@2022

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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