Page 178 - 《环境工程技术学报》2022年第5期
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Vol.12,No.5                        环 境 工 程 技 术 学 报                                  第 12 卷,第 5 期
            Sep.,2022                     Journal of Environmental Engineering Technology          2022 年 9 月

            李自改,张宏,徐贵华.污水处理厂二沉池数值模型研究进            展  [J].环境工程技术学报,2022,12(5):1534-1540.
            LI Z G,ZHANG H,XU G H.Research progress of numerical model of secondary sedimentation tank in sewage treatment plant[J].Journal of Environmental
            Engineering Technology,2022,12(5):1534-1540.

                            污水处理厂二沉池数值模型研究进展


                                                       1,2
                                                               1
                                                李自改 ,张宏 ,徐贵华            2*
                                                 1.陕西科技大学机电工程学院
                                              2.中国科学院重庆绿色智能技术研究院
            摘要 数值模型模拟在污水处理厂二沉池设计、运行操作和优化方面具有无可替代的优势,对现有数值模型进行归纳与总结对
            实际应用中选择及建立模型至关重要。介绍了用于二沉池数值模拟的欧拉-拉格朗日模型、欧拉-欧拉模型和混合模型等多相模
            型的原理,对各模型的适用性进行阐述,总结其优点和不足;阐述了单相模型在污泥沉降中的应用原理,提出单相模型通过耦合
            单独的固相输运方程来描述污泥沉降运动规律,其在二沉池污泥浓度分布预测上优于多相模型;论述了污泥沉降速度模型研究
            现状,其中包含利用批量沉降试验的污泥间歇沉降模型和描述污水处理厂二沉池连续流污泥沉降模型;较为系统地综述了二沉
            池污泥负荷、几何结构、温度等因素对二沉池内水质模拟结果的影响;最后对污水处理厂二沉池数学模型的选择和沉降模型后
            续研究进行了展望。
            关键词 污水处理厂;二沉池;数学模型;污泥沉降;计算流体力学
            中图分类号:X703    文章编号:1674-991X(2022)05-1534-07  doi:10.12153/j.issn.1674-991X.20210369

                      Research progress of numerical model of secondary sedimentation
                                          tank in sewage treatment plant

                                                  1,2
                                                                 1
                                           LI Zigai ,  ZHANG Hong ,  XU Guihua 2*
                         1.School of Mechanical and Electrical Engineering, Shaanxi University of Science and Technology
                             2.Chongqing Institute of Green and Intelligent Technology, Chinese Academy of Sciences
            Abstract Numerical model simulation has irreplaceable advantages in the design, operation, and optimization of
            the  secondary  sedimentation  tank  of  the  sewage  treatment  plant.  It  is  very  important  to  summarize  existing
            numerical  models  for  the  selection  and  establishment  of  models  in  practical  applications.  The  principles  of
            multiphase models such as Euler-Lagrange model, Euler-Euler model, and Mixture model for numerical simulation
            of secondary sedimentation tank were introduced. The applicability of each model was described, the advantages
            and disadvantages of each model put forward, and the application principles of the single-phase model in sludge
            sedimentation explained. The single-phase model described the movement law of sludge sedimentation by coupling
            a single solid-phase transport equation, which was better than multiphase model in predicting the distribution of
            sludge  mass  concentration  in  the  secondary  sedimentation  tank.  The  research  status  of  the  sludge  sedimentation
            velocity model was discussed, including the model of intermittent sludge settlement using batch settlement test and
            the model of continuous flow sludge settlement describing the secondary sedimentation tank of the sewage treatment
            plant.  The  influence  of  sludge  load,  geometry  structure,  and  temperature  on  water  quality  simulation  of  the
            secondary  sedimentation  tank  was  systematically  reviewed.  Finally,  the  selection  of  mathematical  models  for
            secondary  sedimentation  tank  of  the  sewage  treatment  plant  and  future  research  on  sedimentation  models  were
            prospected, to provide a theoretical basis and technical reference for the operation and design optimization of the
            secondary sedimentation tank of the sewage treatment plant.
            Key words sewage  treatment  plant;  secondary  sedimentation  tank;  mathematical  model;  sludge  settling;
            computational fluid dynamics


            收稿日期:2021-08-02
            基金项目:国家自然科学基金面上项        目  (51878641);重庆市基础与前沿面上项  目  (cstc2019jcyj-msxmX0754);重庆市北碚区前沿探索项 目  (2019-23)
            作者简介:李自   改  (1998—),男,硕士研究生,主要从事水处理构筑物多相流仿真研究,1934367527@qq.com
            * 责任作者:徐贵  华  (1978—),男,副研究员,主要从事污水处理新技术与模型模拟研究,xuguihua@cigit.ac.cn
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