...胀 溶解氧 污泥负荷 [gap=752]c eewage; sewage treatment;oxidationchannel;expansion of ludge;dissolved oxygen;sludge load ...
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In the sequence of process, the best technological condition is that aeration time approaches 6h and the rate of aeration is 16L/min. under this condition sludge load is 0.13KgCODCT/KgMLSS. d, and volume load can reach 2.
在序批式工艺中，取曝气时间为6h，曝气速率为16L／min为最优工艺条件，污泥负荷可以达到0.13kgCODcr/kgMLSS.d，而容积负荷可高达2.19kgCODcr/m3.d，这是普通活性污泥法所不能达到的。
参考来源 - 固定化活性污泥处理生活污水的探索研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Two concepts namely sludge load with wastewater inlet and sludge load in reaction period are introduced f...
该设计方法引入了“进水期污泥负荷”和“反应期污泥负荷”两个概念。
The effects of different sludge load, aeration way, reaction time and influent time on treating coking sewage were studied.
本文考察了不同的污泥负荷、曝气型式、反应时间、充水历时等条件对处理效果的影响。
Sludge load and age are two important parameters of design and running in municipal sewage treatment applied the activated sludge technics.
负荷、龄是活性污泥法处理城市污水设计、行中的重要参数。
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