Multi-scale water network optimization considering simultaneous intra- and inter-plant integration in steel industry

被引:31
|
作者
Zhang, Kaili [1 ,2 ,3 ]
Zhao, Yuehong [1 ,2 ,3 ]
Cao, Hongbin [1 ]
Wen, Hao [1 ,2 ]
机构
[1] Chinese Acad Sci, Inst Proc Engn, Beijing Engn Res Ctr Proc Pollut Control, 1,2nd North St, Beijing 100190, Peoples R China
[2] Chinese Acad Sci, Inst Proc Engn, State Key Lab Multiphase Complex Syst, 1,2nd North St, Beijing 100190, Peoples R China
[3] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金
中国国家自然科学基金;
关键词
Steel industry; Water network; Typical water system; Superstructure; Multi-scale optimization; Direct and indirect integration; RESOURCE CONSERVATION NETWORK; FLOW-RATE; MULTIOBJECTIVE OPTIMIZATION; DESIGN; SYSTEMS; PARKS; CONTAMINANT; OPERATIONS;
D O I
10.1016/j.jclepro.2017.12.158
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Chinese steel industry faces increasing pressure to reduce water consumption and wastewater impact. To perform the optimization of steel production process from the perspective of water use, this work describes a new superstructure-based water network optimization model using typical steel park as our study use. The water systems at different scales (e.g. unit-scale, plant-scale and park-scale) in the water network and their interactions are modeled for optimization. To construct the optimization model: 1) All types of unit-scale typical water systems in the park are identified, and short-cut unit models are developed as the basic elements for network superstructure; 2) Intra- and inter-plant superstructures are further established to describe potential configurations of the water network at plant-scale and park scale respectively; 3) Built up on the element models and superstructures, a Mixed Integer Non-Linear Programming model using total annual cost as objective is set up to investigate potentials for water network optimization in a steel park. To illustrate its applicability and effectiveness, an industrial case study is carried out, in which two schemes are illustrated, one scheme (termed as scheme A) considering only indirect integration between plants, the other (termed as scheme B) considering both direct and indirect integration strategy (mixed integration). In scheme A, due to the higher water efficiency and optimal configuration in the case study, the freshwater consumption and total annual cost are reduced by 22% and 21% respectively. Scheme B shows 23% savings in total annual cost, while the reduction of freshwater consumption keeps unchanged. Besides, the information about the integration strategies of all scales (e.g. unit-, plant- and park-scale) can all be obtained, which is valuable for decision-making. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:663 / 675
页数:13
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