TECHNICAL PAPERS
Nov 15, 2004

Treating High-Turbidity Water Using Full-Scale Floc Blanket Clarifiers

Publication: Journal of Environmental Engineering
Volume 130, Issue 12

Abstract

Dynamic responses of the blanket in full-scale flat-bottom type floc blanket clarifiers at the PingTsan Water Works, Taiwan Water Supply Corporation, were monitored given a step-change in coagulant (polyaluminum chloride, PACl) dosage. The blankets in the clarifiers were easily washed out using the conventional coagulation-clarification process (the “single-stage process”), seriously threatening drinking water quality. Consequently, the PingTsan Water Works included a pretreatment stage before the single-stage process to enhance treatment efficiency. The performance of this full-scale “two-stage process” for treating high-turbidity storm water was monitored on November 9 to 10, 2000. The two-stage process achieved a stable blanket and good quality clarified water that was insensitive to variation in raw water turbidity or PACl dose. Pilot tests were also conducted on October 6 to 7, 2001 to reveal performance differences between the single-stage and two-stage processes in dealing with high-turbidity water. The single-stage process yielded a blanket that was sensitive to PACl change. Not only was the produced blanket easily washed out when the PACl dose was step-decreased, it was also slow to recover when the chemical dosage was returned to its original value. The blanket yielded by the two-stage process was more robust to low coagulant dose, and recovered more easily when coagulant supply was increased. Applying the two-stage process to achieve the same effluent quality from single-stage process could significantly reduce total PACl dosage.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 130Issue 12December 2004
Pages: 1481 - 1487

History

Published online: Nov 15, 2004
Published in print: Dec 2004

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Authors

Affiliations

W. W. Lin
Chemical Engineering Dept., National Taiwan Univ., Taipei 106, Taiwan.
S. S. Sung
Chemical Engineering Dept., National Taiwan Univ., Taipei 106, Taiwan.
L. C. Chen
Chemical Engineering Dept., National Taiwan Univ., Taipei 106, Taiwan.
H. Y. Chung
Chemical Engineering Dept., National Taiwan Univ., Taipei 106, Taiwan.
C. C. Wang
Chemical Engineering Dept., National Taiwan Univ., Taipei 106, Taiwan.
R. M. Wu
Chemical Engineering Dept., National Taiwan Univ., Taipei 106, Taiwan.
D. J. Lee
Chemical Engineering Dept., National Taiwan Univ., Taipei 106, Taiwan.
Chihpin Huang
Institute of Environmental Engineering, National Chiao Tung Univ., Hsinchu, Taiwan.
R. S. Juang
Chemical Engineering Dept., Yuan Ze Univ., Taoyuan, Taiwan.
X. F. Peng
Thermal Engineering Dept., Tsinghua Univ., Beijing, 100084, China.
Hsi-Lih Chang
Water Quality Section, Taiwan Water Supply Corporation, Taichung, Taiwan.

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