Chemical Industry and Engineering Progress ›› 2023, Vol. 42 ›› Issue (4): 2091-2100.DOI: 10.16085/j.issn.1000-6613.2022-1175
• Resources and environmental engineering • Previous Articles Next Articles
ZHU Zixuan1(), CHEN Junjiang1, ZHANG Xingxing1, LI Xiang1, LIU Wenru1,2,3, WU Peng1,2,3()
Received:
2022-06-23
Revised:
2022-08-24
Online:
2023-05-08
Published:
2023-04-25
Contact:
WU Peng
朱紫旋1(), 陈俊江1, 张星星1, 李祥1, 刘文如1,2,3, 吴鹏1,2,3()
通讯作者:
吴鹏
作者简介:
朱紫旋(1998—),女,硕士研究生,研究方向为污水处理与回用技术。E-mail:2878224250@qq.com。
基金资助:
CLC Number:
ZHU Zixuan, CHEN Junjiang, ZHANG Xingxing, LI Xiang, LIU Wenru, WU Peng. Research advances on novel wastewater biological nitrogen removal technology by partial denitrification coupled with Anammox[J]. Chemical Industry and Engineering Progress, 2023, 42(4): 2091-2100.
朱紫旋, 陈俊江, 张星星, 李祥, 刘文如, 吴鹏. 基于短程反硝化厌氧氨氧化新型污水生物脱氮工艺的研究进展[J]. 化工进展, 2023, 42(4): 2091-2100.
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URL: https://hgjz.cip.com.cn/EN/10.16085/j.issn.1000-6613.2022-1175
衍生工艺 | 反应器 | 废水类型 | 运行条件 | TN去除率/% | 参考文献 | ||
---|---|---|---|---|---|---|---|
C/N | DO/mg·L-1 | 温度/℃ | |||||
DPR+PDA | ABR-CSTR | 模拟生活污水+ | 0.7 | — | 33±0.5 | 97.57 | [ |
DPR+EPDA | SBR | 实际生活污水+ | 3.0 | — | 15~24 | 95 | [ |
SPDAF | UASB | 实际生活污水+ | 3.2 | — | 26±2 | 93.1 | [ |
SPNDA | SBR | 合成废水 | 3.0 | 0.15 | 30±1 | 97.6±0.5 | [ |
PNA+PDA | SBR | 合成废水 | 0.28 | 0.25±0.1 | 30±2 | 94.6 | [ |
INPDA | SBBR | 实际生活污水 | 2.5 | 1.0 | 30±1 | 94.1 | [ |
AnHA-PDA | ABR-CSTR | 模拟生活污水+ | 2.36 | — | 32±1 | 94.78 | [ |
IFNPDA | ABR-CSTR | 实际生活污水 | 3.9 | 1.8 | 30±1 | 94.1 | [ |
衍生工艺 | 反应器 | 废水类型 | 运行条件 | TN去除率/% | 参考文献 | ||
---|---|---|---|---|---|---|---|
C/N | DO/mg·L-1 | 温度/℃ | |||||
DPR+PDA | ABR-CSTR | 模拟生活污水+ | 0.7 | — | 33±0.5 | 97.57 | [ |
DPR+EPDA | SBR | 实际生活污水+ | 3.0 | — | 15~24 | 95 | [ |
SPDAF | UASB | 实际生活污水+ | 3.2 | — | 26±2 | 93.1 | [ |
SPNDA | SBR | 合成废水 | 3.0 | 0.15 | 30±1 | 97.6±0.5 | [ |
PNA+PDA | SBR | 合成废水 | 0.28 | 0.25±0.1 | 30±2 | 94.6 | [ |
INPDA | SBBR | 实际生活污水 | 2.5 | 1.0 | 30±1 | 94.1 | [ |
AnHA-PDA | ABR-CSTR | 模拟生活污水+ | 2.36 | — | 32±1 | 94.78 | [ |
IFNPDA | ABR-CSTR | 实际生活污水 | 3.9 | 1.8 | 30±1 | 94.1 | [ |
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