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处理溢流污水装置的沉淀池流态模拟及验证 被引量:12

Numerical Simulation on Flow-field Distribution in Sedimentation Tank of High-efficient Treatment Facility for Combined Sewer Overflows
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摘要 合流制溢流污水处理装置是控制溢流污染的主要措施,而沉淀池的流态是决定其运行效果的关键因素。为此借助大型计算流体力学软件———Fluent,采用标准κ-ε双方程湍流模型,对沉淀单元的流态进行了数值模拟。结果表明,该装置处理合流制溢流污水的效果较好,对SS、COD和TP的去除率分别可达80%、75%和85%;出水SS浓度与出水流速有关,出水流速越大则SS浓度越高;设置斜板和挡板可改善沉淀池的流态,提高其除污效果。 The overflow sewer treatment facility is the main method in controlling the combined sewer overflows(CSOs),and flow-field distribution in the sedimentation tank is the key factor of successful operations.Using the standard k-εtwo equation model and with the help of Fluent--the most commonly used computational fluid dynamics(CFD)software,the flow-field distribution in the sedimentation tank was simulated.The results show that the facility has good effects on the treatment of CSOs.SS,COD and TP removal rates can reach 80%,75%and 85%respectively.The effluent SS concentration is related to the effluent velocity,whereas the quicker the velocity,the higher the SS concentration.Setting inclined plate and baffle plate can improve the flow-field distribution in the sedimentation tank,thus increase its efficiency of pollutant removal.
作者 盛铭军 马鲁铭 王红武 屈强 SHENG Ming-jun;MA Lu-ming;WANG Hong-wu;QU Qiang(School of Environmental Science and Engineering,Tongji University,Shanghai200092,China)
出处 《中国给水排水》 CAS CSCD 北大核心 2006年第19期25-28,共4页 China Water & Wastewater
基金 国家高技术研究发展计划(863)项目(2002AA601270) 上海市重点学科建设项目 上海市博士后科研奖励计划资助项目
关键词 合流制溢流污水 数值模拟 CFD k-ε模型 CSOs numerical simulation computational fluid dynamics k-εmodel
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