[1]孙事昊,庞洪涛,张璐晶,等.等污泥负荷不等池容多级AO的设计计算及优势分析[J].中国给水排水,2024,40(14):85-94.
 SUNShi-hao,PANGHong-tao,ZHANGLu-jing,et al.Design Calculation and Advantage Analysis of Multi-stage A/O Process with Equal Sludge Load and Unequal Volume[J].China Water & Wastewater,2024,40(14):85-94.
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等污泥负荷不等池容多级AO的设计计算及优势分析

相似文献/References:

[1]宋田翼.Bardenpho+生物滤池(DN+CN)用于污水厂准Ⅳ类出水提标[J].中国给水排水,2020,36(22):106.
 SONG Tian-yi.Bardenpho+Biofiltration(DN+CN) Process Used in Wastewater Treatment Plant with Effluent of Quasi-Ⅳ Water Standard[J].China Water & Wastewater,2020,36(14):106.

更新日期/Last Update: 2024-07-17