特别选题

  • 孙培德,吴革.A/O工艺污水处理厂FCASM3-Hydro耦合模型及现场校验[J].环境科学学报,2008,28(12):2456-2464

  • A/O工艺污水处理厂FCASM3-Hydro耦合模型及现场校验
  • Study on FCASM3-Hydro coupled model and site validation with A/O WWTP
  • 基金项目:浙江省自然科学基金重点项目(No.Z507721)
  • 作者
  • 单位
  • 孙培德
  • 浙江工商大学环境科学与工程学院, 杭州 310012
  • 吴革
  • 浙江工商大学环境科学与工程学院, 杭州 310012
  • 摘要:在全耦合活性污泥模型(FCASM3)基础上,考虑生物场与水力流场的相互作用,建立了A/O工艺污水处理厂FCASM3-Hydro耦合模型.通过Matlab/Simulink软件平台进行数值模拟,将A/O工艺污水处理厂FCASM3-Hydro耦合模型分别与已报道的生物场-水力场耦合模型(Lee-Hydro)以及FCASM2-Hydro耦合模型进行数值模拟对比研究.结果表明,FCASM3-Hydro耦合模型对出水中COD、NH4+-N、NOx--N、PO43--P等污染物质变化趋势的动态模拟比Lee-Hydro耦合模型更符合实际.在对出水COD的模拟上,FCASM3-Hydro与FCASM2-Hydro耦合模型的模拟值完全一致;在对出水NH4+-N和PO43--P的模拟上,FCASM3-Hydro耦合模型的动态模拟结果比FCASM2-Hydro耦合模型更贴近实测变化趋势.
  • Abstract:A FCASM3-Hydro coupled model for A/O WWTP is established based on fully coupled activated sludge model No. 3 (FCASM3) while considering the interactions between the biological and hydraulic fields. Numerical simulation for FCASM3-Hydro coupled model with A/O WWTPis compared with the Lee-Hydro and FCASM2-Hydro coupled models using Matlab/Simulink software. The results show that the dynamic simulation of the FCASM3-Hydro coupled model is more consistent with measured pollutant concentrations than the Lee-Hydro coupled model, while the FCASM3-Hydro and FCASM2-Hydro coupled models accurately simulate CODthroughout the process. For the simulation of NH4+-N and PO43--P, the dynamic simulation results for FCASM3-Hydro are much closer than FCASM2-Hydro to the real trends.

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