期刊文献+

二沉池一维模型的不确定性分析

Uncertainty Analysis of One-Dimensional Model of Secondary Sedimentation Tank
下载PDF
导出
摘要 在废水生物处理过程中,二沉池发挥着泥水分离和浓缩回流的重要作用。二沉池一维模型被广泛用于二沉池设计、管理和优化控制。本文对四种常用的二沉池一维模型在不同运行条件下的不确定性进行分析。研究发现,在雨天、污泥膨胀等条件下,二沉池模型的选择会对二沉池运行情况预测产生显著影响,选择不同的二沉池模型会导致运行控制策略不同。 In the biological treatment process of wastewater,the secondary sedimentation tank plays an important role in mud-water separation and concentration reflux.The one-dimensional model of secondary sedimentation tanks is widely used in their design,management,and optimization control.This paper analyzes the uncertainty of four commonly used one-dimensional models of secondary sedimentation tanks under different operating conditions.Research has found that under conditions such as rainy days and sludge expansion,the selection of secondary sedimentation tank models can have a significant impact on predicting the operation of the secondary sedimentation tank,and choosing different secondary sedimentation tank models can lead to different operation control strategies.
作者 李犇 郑宇 LI Ben;ZHENG Yu(Sinochem Holdings QHSE Department,Beijing 100031,China)
出处 《中国资源综合利用》 2023年第12期239-242,共4页 China Resources Comprehensive Utilization
关键词 污水处理 二沉池模拟 不确定性分析 wastewater treatment simulation of secondary sedimentation tank uncertainty analysis
  • 相关文献

参考文献2

二级参考文献45

  • 1Krebs P. Success and shortcomings of clarifier modelling [J]. Water Sci Technol, 1995,31(2) : 181-191.
  • 2Ekama G A,Marais P. Assessing the applicability of the 1D flux theory to full-scale secondary settling tank design with a 2D hydrodynamic model[ J ]. Water Res, 2004,38(3 ) : 495-506.
  • 3Kynch G J. A theory of sedimentation[J]. Tran Faraday Society, 1952,48:166-176.
  • 4Diehl S. Conservation laws with application to continuous sedimen- tation [M]. Lund University,Lund Institute of Technology,Depart- ment of Mathematics, 1995.
  • 5Takdcs I, Patry G G, Nolasco D. A dynamic model of the clarification- thickening process[J]. Water Res, 1991,25(10) : 1263-1271.
  • 6Dupont R, Henze M. Modelling of the secondary clarifier combined with the activated sludge model no. 1 [J]. Water Sci Technol, 1992,25(6) :285-300.
  • 7Dupont R, Dalai C. A one-dimensional model for a secondary settling tank including density current and short-circuiting[J]. Water Sci Technol, 1995,31(2) :215-224.
  • 8Otterpohl R, Freund M. Dynamic models for clarifiers of activated sludge plants with dry and wet weather flows[J]. Water Sci Technol, 1992,26(5/6) : 1391-1400.
  • 9Hartel L,P6pel H J. A dynamic secondary clarifier model including processes of sludge thickening [J]. Water Sci Technol, 1992, 25 (6): 267-284.
  • 10Wett B. A straight interpretation of solids flux theory for 3-layer sedimentation model[ J ]. Water Res, 2002,36 : 2949-2958.

共引文献8

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部