Approach to steady state in completely mixed flow reactors

被引:10
作者
Jensen, JN [1 ]
机构
[1] SUNY Buffalo, Dept Civ Struct & Envir Engn, Buffalo, NY 14260 USA
来源
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE | 2001年 / 127卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-9372(2001)127:1(13)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Environmental engineers frequently employ the assumption that steady-state conditions are approximated after three hydraulic residence times. In this paper, the conditions under which this assumption is valid are elucidated. For well-mixed systems, the time to approach steady state depends on the kinetic order of removal mechanisms, the initial pollutant concentration in the control volume (=C-0), and the kinetic rate constant. The assumption of three hydraulic residence times to steady state was found to be conservative if C-0 = 0. However, if C-0 equals the influent concentration, then more than three hydraulic residence times may be required to approach steady-state conditions with some zero-order reactions.
引用
收藏
页码:13 / 18
页数:6
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