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合流制排水系统溢流污染就地调蓄处理控制技术研究
引用本文:张力,张善发,周琪. 合流制排水系统溢流污染就地调蓄处理控制技术研究[J]. 环境污染与防治, 2007, 29(7): 541-544
作者姓名:张力  张善发  周琪
作者单位:上海市城市排水有限公司,上海,200070;同济大学环境科学与工程学院,上海,200092;同济大学环境科学与工程学院,上海,200092
摘    要:在对高效混合絮凝斜板沉淀工艺进行现场中试的基础上,将化学强化处理工艺与调蓄池相结合,针对上海市某合流制排水系统,进行调蓄/沉淀池的概念设计,提出主要设计参数,利用计算流体力学(CFD)模型对调蓄/沉淀池进行优化设计.试验和模拟结果表明,调蓄/沉淀池与单纯的调蓄池相比具有更好的溢流污染控制效果和效益/造价比.

关 键 词:化学强化一级处理工艺  合流制排水系统溢流  计算流体力学  高效沉淀池  调蓄池

Study of on-site treatment technology for combined sewer overflows pollution
Zhang Li,Zhang Shanfa,Zhou Qi. Study of on-site treatment technology for combined sewer overflows pollution[J]. Environmental Pollution & Control, 2007, 29(7): 541-544
Authors:Zhang Li  Zhang Shanfa  Zhou Qi
Abstract:A chemical primary enhanced process was integrated into storage tank based on a new pilot equipment with high-rate mixing/flocculation and lamella process for combined sewer overflows pollution control. A concept design for a storage/settling tank had been performed for a combined drainage system, in which some key design parameters were selected. Then clarifier prototype of optimized design was simulated by CFD based Process/Clarifier Model. The results of pilot and simulation indicated that a storage/settling tank compared with a storage tank had better effect for CSOs pollution control and lower cost performance.
Keywords:Chemical primary enhanced process Combined sewer overflows(CSOs) Computational fluid dynamic High-rate clarifier Storage tank
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