Ozone and biofiltration optimization for multiple objectives

被引:0
|
作者
Carlson, BH [1 ]
Amy, GL
机构
[1] Colorado State Univ, Dept Civil Engn, Ft Collins, CO 80523 USA
[2] Univ Colorado, Boulder, CO 80309 USA
来源
JOURNAL AMERICAN WATER WORKS ASSOCIATION | 2001年 / 93卷 / 01期
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Biofiltration can be an effective drinking water treatment process when ozonation is practiced beforehand. The objectives and therefore the designs of these two processes are usually not related to biological treatment goats, and no effort has been made to determine the compatibility of the goals of these integrated treatment processes. The optimal application of ozone (O-3) for disinfection is the minimum dose that provides a target level of microorganism inactivation. This dose was equivalent to the optimal O-3 dose for biological treatment, defined as the minimum dose that would achieve the maximum relative BDOCrapid removal. Additionally, the O-3 process is limited with respect to controlling the formation of BDOCrapid. Increasing the O-3 dose beyond the optimal dose will result in little additional BDOCrapid formation, little additional release of biodegradable dissolved organic carbon to the distribution system, and an increase in the cost of operation. A conceptual approach for optimizing the O-3 and biofiltration processes for biological treatment objectives is described for three case studies. The results indicate that biological treatment goals can be satisfied to a large degree while simultaneously meeting other drinking water treatment objectives such as disinfection and particle removal.
引用
收藏
页码:88 / 98
页数:11
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