低B/C污水对A<sup>2</sup>/O工艺的冲击仿真模拟

何胜杰; 周利; 朱佳; 高静思

doi:10.13205/j.hjgc.202203013

低B/C污水对A²/O工艺的冲击仿真模拟

doi: 10.13205/j.hjgc.202203013

何胜杰¹,
周利¹,
朱佳²,
高静思^2, ,

1. 青岛理工大学环境与市政工程学院, 山东青岛 266011;
2. 深圳职业技术学院, 广东深圳 518000

基金项目:

广东省教育厅项目"城市智慧水污染防治技术开发中心"(2019GGCZX007)

深圳职业技术学院配套项目"难降解电镀废水精准预氧化-生物强化技术及微生物代谢机制研究"(6020320003K)

详细信息

作者简介:
何胜杰(1997-),男,硕士,主要研究方向为工业废水处理。1905715548@qq.com

通讯作者:
高静思(1984-),女,博士,主要研究方向为水污染控制及城市供排水管理。gaojingsi@szpt.edu.cn

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- 文章访问数: 91
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- 被引次数: 0
出版历程
- 收稿日期: 2021-05-29
- 网络出版日期: 2022-07-07

SIMULATION OF IMPACT OF LOW B/C SEWAGE ON AN A²/O PROCESS

1. School of Environmental and Municipal Engineering, Qingdao University of Technology, Qingdao 266011, China;
2. Shenzhen Polytechnic, Shenzhen 518000, China

摘要

摘要: 基于深圳市某污水厂A²/O工艺与进出水在线监测数据,使用GPS-X软件建立、校正A²/O仿真模型并论证了模型的可靠性。提出持续冲击模拟和随机冲击模拟2种冲击模拟方案,模拟了2种因总COD溶解惰性组分占比(frsi)升高导致的低B/C污水冲击A²/O工艺的方式。模拟结果表明:A²/O工艺受到低B/C污水冲击时,TN、TP、COD依次超标,投加碳源可降低TN、TP的超标率,降低好氧池溶解氧浓度可节省碳源投加量,TN、TP的最低超标率小于COD。若以模拟时间内5%的COD超标率为阈值,则A²/O工艺最多可承受frsi=0.133、B/C=0.332污水31d持续冲击,或frsi=0.136、B/C=0.330污水的25 d,frsi=0.143、B/C=0.328污水的20 d,frsi=0.151、B/C=0.324污水的15 d,frsi=0.161、B/C=0.319污水的10 d,frsi=0.189,B/C=0.308污水的5 d随机冲击。
- 低B/C /
- GPS-X /
- 仿真模拟 /
- 模型校正 /
- 残差分析
Abstract: Based on the A²/O process of a sewage plant in Shenzhen and its on-line monitoring data of influent and effluent, the A²/O simulation model was established and corrected by using GPS-X. The reliability of the model was demonstrated. Two impact simulation schemes, continuous impact simulation and random impact simulation, were proposed to simulate two ways of low B/C sewage impact on A²/O process due to the increase of proportion of dissolved inert component (frsi) in total COD. Simulation results showed that TN, TP and COD concentration of effluent exceeded the standard in turn when A²/O was impacted by low B/C sewage, and adding carbon source could reduce the exceeding rate of TN and TP. Reducing the dissolved oxygen concentration in aerobic tank could save carbon source dosage and the minimum exceeding rate of TN and TP was less than COD. When taking the over-standard rate of COD of 5% during the simulation time as the threshold, A²/O process could withstand the continuous impact of sewage with frsi=0.133 and B/C=0.332 for 31 days, or the random impact of sewage with frsi=0.136 and B/C=0.330 for 25 days, sewage with frsi=0.143 and B/C=0.328 for 20 days, sewage with frsi=0.151 and B/C=0.324 for 15 days, sewage with frsi=0.161 and B/C=0.319 for 10 days, and sewage with frsi=0.189 and B/C=0.308 for 5 days, namely.
- low B/C /
- GPS-X /
- simulation /
- model correction /
- residual analysis

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