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一种新的废水处理系统设计方法
引用本文:李保红,樊希山,姚平经. 一种新的废水处理系统设计方法[J]. 中国化学工程学报, 2002, 10(3): 273-280
作者姓名:李保红  樊希山  姚平经
作者单位:SchoolofChemicalEngineering,DalianUniversityofTechnology,Dalian116012,China
摘    要:This paper mainly discusses the design of distributed effluent treatment systems with single contaminant.A new method is put forward and four basic rules are provided.The key point of the method is that global optimality is obtained by guaranteeing the optimality of each step taken in the design.Costs per unit mass of removed contaminant are used as a scale to choose the next combination of an effluent stream and a treatment process.The remaining problem is updated after each choice.As for multiple contaminants,a two-stage method is adopted.At the first stage,the sub-networks for each contamiant are designed by the method mentioned above;at the second stage,the sub-networks are merged together in a new way.Overall,the paper presents a simple but practical framework for the effluent treatment system design.

关 键 词:污水处理 系统环境 废水处理 流出气流
修稿时间: 

A New Method for Effluent Treatment System Design
LI Baohong,FAN Xishan,YAO Pingjing. A New Method for Effluent Treatment System Design[J]. Chinese Journal of Chemical Engineering, 2002, 10(3): 273-280
Authors:LI Baohong  FAN Xishan  YAO Pingjing
Affiliation:School of Chemical Engineering, Dalian University of Technology, Dalian 116012, China
Abstract:This paper mainly discusses the design of distributed effluent treatment systems with single contaminant. A new method is put forward and four basic rules are provided. The key point of the method is that global optimality is obtained by guaranteeing the optimality of each step taken in the design. Costs per unit mass of removed contaminant are used as a scale to choose the next combination of an effluent stream and a treatment process. The remaining problem is updated after each choice. As for multiple contaminants, a two-stage method is adopted. At the first stage, the sub-networks for each contaminant are designed by the method mentioned above; at the second stage, the sub-networks are merged together in a new way. Overall, the paper presents a simple but practical framework for the effluent treatment system design.
Keywords:effluent treatment   environment   optimization   processes   system engineering   wastewater
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