Chemical Industry and Engineering Progress ›› 2024, Vol. 43 ›› Issue (10): 5976-5983.DOI: 10.16085/j.issn.1000-6613.2024-0789
• Resources and environmental engineering • Previous Articles
Received:2024-05-13
Revised:2024-07-29
Online:2024-10-29
Published:2024-10-15
Contact:
XIE Shuting
通讯作者:
解舒婷
作者简介:解舒婷(1995—),女,博士,讲师,研究方向为污水生物处理。E-mail:xieshuting1995@163.com。
基金资助:CLC Number:
XIE Shuting, DAI Wei. Rapid start-up and enhancement of simultaneous nitrification-denitrification phosphorus removal granular sludge[J]. Chemical Industry and Engineering Progress, 2024, 43(10): 5976-5983.
解舒婷, 代伟. 同步硝化反硝化除磷颗粒污泥的快速启动与强化[J]. 化工进展, 2024, 43(10): 5976-5983.
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URL: https://hgjz.cip.com.cn/EN/10.16085/j.issn.1000-6613.2024-0789
| 运行天数/d | 沉降时间/min |
|---|---|
| 1~2 | 20 |
| 3~7 | 15 |
| 8~12 | 10 |
| 13~17 | 8 |
| 18~22 | 6 |
| 23~27 | 4 |
| 28~82 | 2 |
| 运行天数/d | 沉降时间/min |
|---|---|
| 1~2 | 20 |
| 3~7 | 15 |
| 8~12 | 10 |
| 13~17 | 8 |
| 18~22 | 6 |
| 23~27 | 4 |
| 28~82 | 2 |
| 阶段 | 运行模式 | COD/mg·L-1 | NH4+-N/mg·L-1 | NO2--N/mg·L-1 | PO43--P/mg·L-1 | NaHCO3/mg·L-1 | MgSO4/mg·L-1 | CaCl2/mg·L-1 |
|---|---|---|---|---|---|---|---|---|
| 第1~28天 | An/O/A(正常) | 420 | 60 | 0 | 10 | 650 | 15 | 10 |
| An/O/A(饥饿) | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |
| 第29~40天 | An/O/A | 420 | 60 | 0 | 10 | 650 | 15 | 10 |
| An/A | 420 | 0 | 30① | 10 | 650 | 15 | 10 | |
| 第40~82天 | An/O/A | 420 | 80 | 0 | 10 | 650 | 15 | 10 |
| 阶段 | 运行模式 | COD/mg·L-1 | NH4+-N/mg·L-1 | NO2--N/mg·L-1 | PO43--P/mg·L-1 | NaHCO3/mg·L-1 | MgSO4/mg·L-1 | CaCl2/mg·L-1 |
|---|---|---|---|---|---|---|---|---|
| 第1~28天 | An/O/A(正常) | 420 | 60 | 0 | 10 | 650 | 15 | 10 |
| An/O/A(饥饿) | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |
| 第29~40天 | An/O/A | 420 | 60 | 0 | 10 | 650 | 15 | 10 |
| An/A | 420 | 0 | 30① | 10 | 650 | 15 | 10 | |
| 第40~82天 | An/O/A | 420 | 80 | 0 | 10 | 650 | 15 | 10 |
| 启动策略 | 颗粒化时间/d | 污水类型 | 容积氮负荷/kg·m-3·d-1 | 污泥氮负荷/kg·kg-1·d-1 | 数据来源 |
|---|---|---|---|---|---|
| 饥饿-饱食缩短沉降时间 | 28 | 合成污水 | 0.160 | 0.027 | 本试验 |
| 缩短沉降时间 | 30 | 合成废水 | 0.040 | 0.009 | [ |
| 接种驯化 | 50 | 锅炉废水 | 0.056 | 0.009 | [ |
| 高有机负荷 | 60 | 合成废水 | 0.060 | 0.014 | [ |
| 厌氧/好氧交替,碳源种类优化 | 40 | 合成废水 | 0.100 | 0.010 | [ |
| 启动策略 | 颗粒化时间/d | 污水类型 | 容积氮负荷/kg·m-3·d-1 | 污泥氮负荷/kg·kg-1·d-1 | 数据来源 |
|---|---|---|---|---|---|
| 饥饿-饱食缩短沉降时间 | 28 | 合成污水 | 0.160 | 0.027 | 本试验 |
| 缩短沉降时间 | 30 | 合成废水 | 0.040 | 0.009 | [ |
| 接种驯化 | 50 | 锅炉废水 | 0.056 | 0.009 | [ |
| 高有机负荷 | 60 | 合成废水 | 0.060 | 0.014 | [ |
| 厌氧/好氧交替,碳源种类优化 | 40 | 合成废水 | 0.100 | 0.010 | [ |
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