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dc.contributor.authorLin, WWen_US
dc.contributor.authorSung, SSen_US
dc.contributor.authorChen, LCen_US
dc.contributor.authorChung, HYen_US
dc.contributor.authorWang, CCen_US
dc.contributor.authorWu, RMen_US
dc.contributor.authorLee, DJen_US
dc.contributor.authorHuang, CPen_US
dc.contributor.authorJuang, RSen_US
dc.contributor.authorPeng, XFen_US
dc.contributor.authorChang, HLen_US
dc.date.accessioned2014-12-08T15:37:16Z-
dc.date.available2014-12-08T15:37:16Z-
dc.date.issued2004-12-01en_US
dc.identifier.issn0733-9372en_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)0733-9372(2004)130:12(1481)en_US
dc.identifier.urihttp://hdl.handle.net/11536/25604-
dc.description.abstractDynamic responses of the blanket in full-scale flat-bottom type floe 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.en_US
dc.language.isoen_USen_US
dc.titleTreating high-turbidity water using full-scale floc blanket clarifiersen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)0733-9372(2004)130:12(1481)en_US
dc.identifier.journalJOURNAL OF ENVIRONMENTAL ENGINEERING-ASCEen_US
dc.citation.volume130en_US
dc.citation.issue12en_US
dc.citation.spage1481en_US
dc.citation.epage1487en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000225169800010-
dc.citation.woscount10-
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