Superstructure decomposition and parametric optimization approach for the synthesis of distributed wastewater treatment networks

被引:52
作者
Hernández-Suárez, R
Castellanos-Fernández, J
Zamora, JM [1 ]
机构
[1] Univ Autonoma Metropolitana Iztapalapa, Dept Proc Engn, Mexico City 09340, DF, Mexico
[2] Inst Mexicano Petr, Direcc Ejecut Tecn, Mexico City 07730, DF, Mexico
关键词
D O I
10.1021/ie030389+
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Simultaneous design techniques for the synthesis of distributed wastewater treatment networks rely on the solution of nonconvex mathematical models, which give rise to multiple suboptimal solutions and often cause standard local optimization techniques to fail. A superstructure decomposition and parametric optimization approach is presented in this paper for the synthesis of distributed wastewater treatment networks with no stream recycles or recirculations. Within the developed methodology, a typical complex network superstructure for simultaneous design is decomposed into a set of basic network superstructures, which partitions the design search space. The best treatment network design embedded in each of the basic network superstructures is determined by solving a set of linear programming problems that is generated from a structured nonconvex mathematical model by fixing a small number of key problem variables. Under the most generally accepted assumptions, the systematic exploration of the parametric space defined by the key problem variables renders, from the solution space spanned by the basic network superstructures, a most certainly globally optimal network design. Indeed, the best network design of a problem involving one treatment unit can be obtained by solving a single linear programming problem. The best designs of systems containing two and three treatment units can be obtained by carrying out the parametric optimization over only one and three key problem variables, respectively. The application of the proposed methodology is illustrated with the detailed solution of several design problems.
引用
收藏
页码:2175 / 2191
页数:17
相关论文
共 67 条
[1]  
Allen D.T., 1997, POLLUTION PREVENTION
[2]   Wastewater minimisation of industrial systems using an integrated approach [J].
Alva-Argaez, A ;
Kokossis, AC ;
Smith, R .
COMPUTERS & CHEMICAL ENGINEERING, 1998, 22 :S741-S744
[3]   A multi-contaminant transhipment model for mass exchange networks and wastewater minimisation problems [J].
Alva-Argáez, A ;
Vallianatos, A ;
Kokossis, A .
COMPUTERS & CHEMICAL ENGINEERING, 1999, 23 (10) :1439-1453
[4]  
[Anonymous], 1995, POLLUTION PREVENTION
[5]  
[Anonymous], 1995, Handbook of global optimization, Nonconvex Optimization and its Applications
[6]   On the use of linear models for the design of water utilization systems in process plants with a single contaminant [J].
Bagajewicz, M ;
Savelski, M .
CHEMICAL ENGINEERING RESEARCH & DESIGN, 2001, 79 (A5) :600-610
[7]   Energy efficient water utilization systems in process plants [J].
Bagajewicz, M ;
Rodera, H ;
Savelski, M .
COMPUTERS & CHEMICAL ENGINEERING, 2002, 26 (01) :59-79
[8]   A review of recent design procedures for water networks in refineries and process plants [J].
Bagajewicz, M .
COMPUTERS & CHEMICAL ENGINEERING, 2000, 24 (9-10) :2093-2113
[9]   A robust method to obtain optimal and sub-optimal design and retrofit solutions of water utilization systems with multiple contaminants in process plants [J].
Bagajewicz, MJ ;
Rivas, M ;
Savelski, MJ .
COMPUTERS & CHEMICAL ENGINEERING, 2000, 24 (2-7) :1461-1466
[10]   The use of nonlinear programming to optimal water allocation [J].
Benkö, N ;
Rév, E ;
Fonyó, Z .
CHEMICAL ENGINEERING COMMUNICATIONS, 2000, 178 :67-101