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用CSTR原理分析高浊度水的高效絮凝澄清装置

The analysis of High-turbid Water with High Effective Flocculation Clarifier Based on CSTR Principle
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摘要 用CSTR原理分析高浊度水的高效絮凝澄清装置,实行清水回流工艺与池前进水管集中加药,在运行条件相同的情况下比较:反应时间τ(s)可缩短0.37~0.93倍;产水量可提高1.07~2.72倍;若产水量保持不变,反应器容积可缩小0.37~0.93倍。 By using the principle of CSTR,the high effective flocculation clarifer of high-turbid is analysed,and the fresh water which is returned to high effective flocculation clarifier,the coagulant reagent which is added in the service pipe of clarrifier is performed. Under the same operation condition, reaction time τ(s) will be decreased by 0.37~- 0.93 times,the outflow will be increased by 1. 07~2. 72.times.If it remains constant,the reactor content will be decreased by 0. 37~0. 93 times.
作者 方晞
出处 《西北建筑工程学院学报(自然科学版)》 1996年第4期7-12,24,共7页 Journal of Northwestern Institute of Architectural Engineering
关键词 搅拌式反应器 絮凝池 清水回流 stirring reactor flocculation tank fresh water returned
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参考文献1

  • 1(美)格雷迪(Grady,C.P.L.),(美)利姆(Lim,H.C.)著,李献文等.废水生物处理理论与应用[M]中国建筑工业出版社,1989.

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