工业水处理 ›› 2003, Vol. 23 ›› Issue (6): 66-69. doi: 10.11894/1005-829x.2003.23(6).66

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水质均化过程数学模型

张钰镭   

  1. 山东农业大学水利土木工程学院 山东泰安 271018
  • 收稿日期:2002-12-03 出版日期:2003-06-20 发布日期:2010-10-01
  • 作者简介:张钰镭(1963- ),1985年毕业于山东曲阜师范大学,讲师。

Mathematical models of water quality equalization

Zhang Yulei   

  1. College of Hydraulic Civil Engineering, Shandong Agricultural University, Taian 271018, China
  • Received:2002-12-03 Online:2003-06-20 Published:2010-10-01

摘要:

把水质均化过程分为两种类型:恒水位水质均化过程和变水位水质均化过程,分别建立了两种数学模型:节点模型和微分模型,求解模型得出了可用来模拟计算水质均化池最小有效容积迭代公式,说明了模拟算法的应用要点。

关键词: 均化池, 水质, 均化, 调节池, 水质平衡

Abstract:

The process of water quality equalization may be divided into two types :constant water-lever and variable water-level equalization processes.Two kinds of mathematical models called nodal point model and differential calculusmodel have been set up respectively,solving the way for the models to obtain some iterative formulae which may be usedto calculate the minimum effective volume in the equalization basin.At last it shows the essential of simulative calculationmethod.

Key words: equalization basin, water quality, equalization, water regulating tank, water quality balance

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