城市污水处理厂尾水人工湿地净化工程调试与运行
- Title:
- Commissioning and Operation of Constructed Wetland Project for Purification of Tail Water from Municipal Wastewater
- 关键词:
- font-size: 10pt; ">城市污水处理厂尾水; 人工湿地; 深度净化; 调试与运行
- Keywords:
- Times New Roman" font-size: 10pt; ">tail water from municipal wastewater treatment plant; constructed wetland; advanced purification; commissioning and operation
- 摘要:
-
基于宜兴城市污水处理厂尾水深度净化的需求,建设了 5 000 m 3/d 以“建筑废弃块”为主要基质填料的复合式人工湿地系统。经过 46 d 的调试该系统完成启动,随后满负荷运行,运行 6 个月左右( 186 d )发现,在稳定运行阶段该湿地系统对 TN 、 NH4 + - N 、 NO3 - -N 、 TP 、 COD 的平均去除率分别为 40% 、 31.1% 、 46.4% 、 72% 、 12.5% 。可见,复合式人工湿地系统对宜兴城市污水处理厂尾水具有良好的净化效果,可实现氮、磷营养物质的高效去除,有效实现“以废治废”的目的。该系统为污水处理厂尾水的深度净化提供了一种新范式。
- Abstract:
-
A composite constructed wetland system with treatment capacity of 5 000 m 3/d was constructed for advanced purification of tail water from Yixing municipal wastewater treatment plant. The fillers of the system were mainly building waste blocks.The wetland system was successfully commissioned after 46 days of operation, and then it was operated with full capacity. After nearly six months (186 days) of operation, the average removal rates of TN, NH4 + -N ,NO3 - - N, TP and COD by the system during the stable period were 40%,31.1%,46.4%,72% and 12.5%,respectively.The composite constructed wetland system performed well in advanced purification of the tail water from Yixing municipal wastewater treatment plant, which effectively removed nutrients of nitrogen and phosphorus, and achieved the purpose of “ waste control by waste ” . The system provides a new reference for advanced purification of tail water from the wastewater treatment plant.
相似文献/References:
[1]孙永利,张维,郑兴灿,等.城镇居民人均日生活污水污染物产生量测算之产污规律[J].中国给水排水,2020,36(6):1.
[2]范荣桂,刘娜,尹利鹏,等.污泥厌氧催化快速发酵产VFAs的试验研究[J].中国给水排水,2020,36(11):69.
[3]镇祥华,余琴芳,万年红,等.污水处理厂二级出水深床滤池超深度脱氮研究[J].中国给水排水,2020,36(11):91.
[4]赵美玲,朱涛,冯江,等.水力模型在合流制调蓄池进水管改造中的应用[J].中国给水排水,2020,36(7):114.
[5]朱一文,王文亮.基于水文方法的暴雨调节塘规模计算[J].中国给水排水,2020,36(7):118.
[6]李骏飞,李欢,杨磊三.粤港澳大湾区创新治水模式分享[J].中国给水排水,2020,36(8):1.
[7]李激,王燕,熊红松,等.城镇污水处理厂消毒设施运行调研与优化策略[J].中国给水排水,2020,36(8):7.
[8]赵锡锋,李兴强,李军.好氧颗粒污泥技术中试研究及应用进展[J].中国给水排水,2020,36(8):30.
[9]王建西.PTA2O工艺用于养猪废水处理及其Anammox现象分析[J].中国给水排水,2020,36(8):56.
[10]高海英,邓磊,侯晓庆,等.MBR工艺在西安经开草滩污水处理厂中的应用[J].中国给水排水,2020,36(8):63.
[11]莫俊锋,王文亮,白献宇,等.基于设计暴雨法的CSO调蓄池池容计算方法探讨[J].中国给水排水,2020,36(8):77.
[12]郭健.纳入大直径热力管的综合管廊设计研究[J].中国给水排水,2020,36(8):82.
[13]蒙政成,冼萍,黄付平,等.NCMBR工艺在工业园区污水处理工程中的应用[J].中国给水排水,2020,36(8):88.