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沿海地区污水处理厂雨水混入率对设计规模的影响
引用本文:王凯,李一平,赖秋英,秦文凯,蒲亚帅. 沿海地区污水处理厂雨水混入率对设计规模的影响[J]. 水资源保护, 2020, 36(3): 76-82
作者姓名:王凯  李一平  赖秋英  秦文凯  蒲亚帅
作者单位:河海大学环境学院, 江苏 南京 210098,河海大学环境学院, 江苏 南京 210098,河海大学环境学院, 江苏 南京 210098,河海大学环境学院, 江苏 南京 210098,河海大学环境学院, 江苏 南京 210098
基金项目:中央高校基本科研业务费专项(2019B76414);中央高校建设世界一流大学(学科)和特色发展引导专项;国家重点研发计划(2017YFC0405203)
摘    要:以沿海地区台州某污水处理厂为例,基于三角形法,对雨水混入与污水处理厂水质、水量的响应关系进行分析,探讨雨水混入率对污水处理厂设计规模的影响。结果表明:沿海地区污水处理厂进水水质受降雨影响较大,实际进水水质因雨水混入而小于设计值;沿海地区污水处理厂处理水质效果较差,污染负荷削减率平均值远低于全国平均值;小雨时,沿海地区污水处理厂污染负荷削减率最高,污染负荷削减率随着降雨规模的增大而减小;沿海地区污水处理厂满负荷运行时,污水量处理率较低,为60%~70%;沿海地区污水处理厂实际进水量远大于设计值,水量设计规模宜考虑乘1.4的修正系数。

关 键 词:污水处理厂  沿海地区  进水水质  污染负荷削减率  雨水混入率  修正系数
收稿时间:2019-07-06

Influence of rainwater mixing rate on design scale of sewage treatment plant in coastal area
WANG Kai,LI Yiping,LAI Qiuying,QIN Wenkai and PU Yashuai. Influence of rainwater mixing rate on design scale of sewage treatment plant in coastal area[J]. Water Resources Protection, 2020, 36(3): 76-82
Authors:WANG Kai  LI Yiping  LAI Qiuying  QIN Wenkai  PU Yashuai
Affiliation:College of Environment, Hohai University, Nanjing 210098, China,College of Environment, Hohai University, Nanjing 210098, China,College of Environment, Hohai University, Nanjing 210098, China,College of Environment, Hohai University, Nanjing 210098, China and College of Environment, Hohai University, Nanjing 210098, China
Abstract:Taking a sewage treatment plant in Taizhou, a coastal city, as an example, based on the triangle method, the response relationship between rainwater mixing and water quality and quantity of sewage treatment plant was analyzed. The influence of rainwater mixing rate on the design scale of sewage treatment plant was discussed. The results show that the influent water quality of sewage treatment plant in coastal area is greatly affected by rainfall, and the actual influent water quality is less than the design value due to the rainwater mixing. The effect of sewage treatment plants in coastal areas is poor, and the average value of pollution load reduction rate is far lower than the national average value. In case of light rain, the pollution load reduction rate of sewage treatment plant in coastal area is the highest, and the pollution load reduction rate decreases with the increase of rainfall intensity. When the sewage treatment plant in coastal area operates at full load, the treatment rate of sewage volume is relatively low, which is 60%-70%. The actual water inflow of sewage treatment plant in coastal area is far greater than the design value, and the design scale of water volume should be multiplied by 1.4 correction coefficient.
Keywords:sewage treatment plant   coastal area   influent water quality   pollution load reduction rate   rainwater mixing rate   correction coefficient
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