基于CFD-ASM1耦合模型的氧化沟流态优化与降耗增效OA
Optimization of flow pattern and energy-saving efficiency enhancement in oxidation ditches based on CFD-ASM1 coupled model
针对城镇污水处理厂氧化沟工艺存在的流态不均、污泥沉积及碳源利用效率低等问题,本研究以永康市某污水处理厂一、三期氧化沟为对象,通过计算流体力学(CFD)与活性污泥模型 1号(ASM1)耦合模拟方法,系统优化了推流器布置、污泥悬浮控制及碳源投加策略.研究采用 Realizable k-ε湍流模型与 Mixture多相流模型,结合Takacs沉降公式量化污泥沉积风险,并通过用户自定义函数(UDF)实现流场与生化反应的动态耦合.结果表明:一期氧化沟通过将缺氧区搅拌器安装角度由 18°调整为 15°,污泥分布均匀度提升 9.1%;三期氧化沟通过增设内回流搅拌器,内回流流速提升 27.7%.在投药优化方面,采用高湍流区投加、多点布阵的策略使总氮去除率最高提升 18.1%,碳源投加量同比下降21.5%.本研究为氧化沟工艺的数字化改造与精细化运营提供了理论依据和技术支撑.
To address the challenges of uneven flow patterns,sludge deposition,and low carbon source utilization efficiency in oxidation ditch processes,this study investigated the Phase I and Phase III oxidation ditches of a wastewater treatment plant in Yongkang City.A coupled Computational Fluid Dynamics(CFD)and Activated Sludge Model No.1(ASM1)approach was employed to systematically optimize propeller agitator configuration,suspended sludge management,and carbon source addition strategy.The Realizable k-ε turbulence model and the Mixture multiphase flow mode were adopted,while the Takacs settling equation was used to quantify sludge deposition risk.Additionally,User-Defined Functions(UDFs)were implemented to achieve dynamic coupling between the flow field and biochemical reactions.The results demonstrated that in the Phase I oxidation ditch,adjusting the installation angle of the anoxic zone agitator from 18° to 15° improved sludge distribution uniformity by 9.1%.In the Phase III oxidation ditch,the addition of recirculation mixers increased the internal recirculation velocity by 27.7%.Regarding the carbon source dosing optimization,the multi-point dosing strategy in high-turbulence zones increased the total nitrogen removal rate by up to 18.1%,while reducing carbon resource consumption by 21.5%year-on-year.This study provides a theoretical basis and technical support for digital transformation and refined operation of oxidation ditch processes.
潜卫;陈辉;吕昌根;常龙艳;施冰晶;吴璐超;赵俊慧
钱江水利开发股份有限公司,杭州 310013永康市钱江水务有限公司,永康 321300永康市钱江水务有限公司,永康 321300钱江水利开发股份有限公司,杭州 310013永康市钱江水务有限公司,永康 321300钱江水利开发股份有限公司,杭州 310013中科院建筑设计研究院有限公司,北京 100086
资源环境
氧化沟CFD模拟ASM1模型流态优化降本增效
oxidation ditchCFD simulationASM1 modelflow pattern optimizationcost reduction and efficiency improvement
《环境工程学报》 2026 (9)
2853-2862,10
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