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Author:

Zheng, X. (Zheng, X..) | Li, N. (Li, N..) | Qiu, L. (Qiu, L..) | Li, K. (Li, K..)

Indexed by:

Scopus PKU CSCD

Abstract:

In this research, three commonly used coagulants (FeCl3, PAC and Al2(SO4)3) and hydroxyl iron particle adsorbent were used to remove phosphorus from the secondary effluent of a municipal treatment plant. Based on the analysis of the speciation and concentration of phosphorus, the removal effects of different phosphorus forms and technical economy of the coagulation and adsorption methods were discussed under the same water quality and environmental conditions. The results showed that the average TP concentration in the secondary effluent of this plant was 0.332 mg•L-1. The soluble active phosphate was the main form, accounting for 64.16% of TP. Compared with FeCl3, Al2(SO4)3 and PAC were two suitable coagulants for TP removal, and TP concentration in effluent lowered to below 0.05 mg•L-1 at Al2(SO4)3 or PAC dosage of 3 mg•L-1. Additionally, the removal efficiency of particulate phosphorus and other soluble phosphorus was relatively inferior to that of soluble reactive phosphate, the later could be completely removed by Al2(SO4)3 or PAC coagulation. Through the analysis of technical economy of TP removal system, Al2(SO4)3 was selected as the best coagulant. Besides, the adsorption effect of hydroxyl iron adsorbent on soluble reactive phosphate was significant, while on other soluble phosphorus was relatively poor. The TP concentration in effluent was below 0.05 mg•L-1 when the empty bed contact time (EBCT) was longer than 10 min. In view of long-term economic benefits, the performance of adsorbent was better than that of coagulant. © 2019, Science Press. All right reserved.

Keyword:

Adsorption; Advanced phosphorus removal; Chemical sedimentation; Phosphorus speciation; Second effluent

Author Community:

  • [ 1 ] [Zheng, X.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Li, N.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Qiu, L.]Research and Development Center of Beijing Drainage Group Co. Ltd., Beijing, 100022, China
  • [ 4 ] [Qiu, L.]Beijing Municipal Sewage Resource Engineering Technology Research Center, Beijing, 100124, China
  • [ 5 ] [Li, K.]Research and Development Center of Beijing Drainage Group Co. Ltd., Beijing, 100022, China
  • [ 6 ] [Li, K.]Beijing Municipal Sewage Resource Engineering Technology Research Center, Beijing, 100124, China

Reprint Author's Address:

  • [Li, K.]Research and Development Center of Beijing Drainage Group Co. Ltd.China

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Source :

Chinese Journal of Environmental Engineering

ISSN: 1673-9108

Year: 2019

Issue: 8

Volume: 13

Page: 1839-1846

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

Online/Total:892/10641993
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