工业水处理 ›› 2025, Vol. 45 ›› Issue (9): 185-189. doi: 10.19965/j.cnki.iwt.2024-0883

• 工程实例 • 上一篇    

某工业园区污水处理厂及生态安全缓冲区工程设计

徐祥1(), 李叶青2   

  1. 1. 南京大学环境规划设计研究院集团股份公司,江苏 南京 210093
    2. 南大环境规划设计研究院(江苏)有限公司,江苏 南京 210093
  • 收稿日期:2025-02-08 出版日期:2025-09-20 发布日期:2025-11-20
  • 作者简介:

    徐祥(1985— ),硕士,E-mail:

A project design of wastewater treatment plant and ecological security buffer zone in an industrial park

Xiang XU1(), Yeqing LI2   

  1. 1. Academy of Environmental Planning & Design, Co. , Ltd. , Nanjing University, Nanjing 210093, China
    2. Nanjing University Environmental Planning and Design Research Institute (Jiangsu) Co. , Ltd. , Nanjing University, Nanjing 210093, China
  • Received:2025-02-08 Online:2025-09-20 Published:2025-11-20

摘要:

某工业园区污水处理厂设计规模6.0万m3/d(分两期),一期3.0万m³/d,主要处理光伏企业废水。根据进水水质和排放标准,设计采用高密度沉淀+水解酸化+AAO+高密度沉淀+臭氧氧化+生物滤池组合工艺,并配套生态安全缓冲区。生态安全缓冲区采用表面流人工湿地形式,按照一、二期总排放规模4.2×104 m3/d设计。两段高密度沉淀工艺保障氟化物达标(≤1.5 mg/L),臭氧氧化耦合生物滤池降解难降解COD,生态缓冲区进一步净化尾水。污水处理厂运行近1 a来,平均出水COD为18 mg/L,氟化物为1.1 mg/L,出水指标均满足江苏省《城镇污水处理厂污染物排放标准》(DB 32/4440—2022)中A标准。工程系统运行稳定、抗冲击负荷能力强、出水达标,吨水成本4.2元,兼具环境、社会与经济效益,可为高标准工业含氟废水处理及生态化转型提供示范。

关键词: 光伏废水, 高密度沉淀, 生化处理, 臭氧氧化, 生物滤池, 人工湿地, 生态安全缓冲区

Abstract:

The wastewater treatment plant from an industrial park was designed with a capacity of 60 000 m³/d (divided into two phases), with phase Ⅰ handling 30 000 m³/d, primarily for treating photovoltaic industry wastewater. Based on water quality of influent and discharge standards, the design employed a combined process of high-density sedimentation+hydrolytic acidification+AAO+high-density sedimentation+ozonation+biological filtration, supplemented by an ecological safety buffer zone. The ecological safety buffer zone adopted a surface flow constructed wetland, designed for the total discharge capacity of both phases (42 000 m³/d). The two-stage high-density sedimentation process ensured fluoride compliance (≤1.5 mg/L), ozonation coupled with biological filtration degraded recalcitrant COD, and the ecological buffer zone further purified the effluent. Over nearly one year of operation, the average effluent COD was 18 mg/L and fluoride was 1.1 mg/L, meeting all Class A standards specified in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plants (DB 32/4440—2022) in Jiangsu Province. The system was operated stably, which demonstrated strong resistance to shock loads, and consistently achieved compliant effluent quality. With treatment cost of 4.2 yuan/t, the project demonstrated environmental, social, and economic benefits, serving as a model for high-standard treatment and ecological transformation of industrial fluoride-containing wastewater.

Key words: photovoltaic wastewater, high density sedimentation, biochemical treatment, ozonation, biological filter, constructed wetland, ecological security buffer zone

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