Optimal water use and treatment allocation

被引:10
作者
Benkö, N [1 ]
Rév, E
Szitkai, Z
Fonyó, Z
机构
[1] Tech Univ Budapest, Dept Chem Engn, H-1521 Budapest, Hungary
[2] OLAJTERV Contracting & Engn Co Ltd, H-1519 Budapest, Hungary
关键词
optimal water allocation; mathematical programming; wastewater minimisation;
D O I
10.1016/S0098-1354(99)80039-8
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Water consumption and emission can be decreased by optimal allocation of water re-use, regeneration and re-use. regeneration and recycle in water consuming mass exchange networks and by applying optimally distributed effluent treatment processes in case of several emission sources of different contamination levels. Several example problems taken from the literature have been reproduced and solved by GAMS/MINOS/CONOPT package. In most cases our optimal solution is identical to those of others; in some other cases, however, we found better solutions. We also found our method more flexible than those based on targeting and conceptual design. Some example problems involve constraints and/or specifications of those kinds the referred methods cannot deal with. Namely, the constant mass load specification is substituted by either mass load proportional to the;water flow rate (involving constant concentration shift) or some other, even more realistic, non-linear functions. The optimal systems have different structures according to the applied mass load relations.
引用
收藏
页码:S157 / S160
页数:4
相关论文
共 13 条
[1]  
[Anonymous], T I CHEM ENG A
[2]  
Brooke A, 1992, GAMS: a user's guide
[3]   SIMULTANEOUS SYNTHESIS OF MASS-EXCHANGE AND REGENERATION NETWORKS [J].
EL-HALWAGI, MM ;
MANOUSIOUTHAKIS, V .
AICHE JOURNAL, 1990, 36 (08) :1209-1219
[4]   AUTOMATIC SYNTHESIS OF MASS-EXCHANGE NETWORKS WITH SINGLE-COMPONENT TARGETS [J].
EL-HALWAGI, MM ;
MANOUSIOUTHAKIS, V .
CHEMICAL ENGINEERING SCIENCE, 1990, 45 (09) :2813-2831
[5]  
ELHAGWAGI MM, 1997, POLLUTION PREVENTION
[6]  
ELHALWAGI MM, 1989, AICHE J, V35, P1223
[7]  
Linnhoff B., 1982, A user guide on process integration for the efficient use of Energy
[8]   A simple methodology for the design of water networks handling single contaminants [J].
Olesen, SG ;
Polley, GT .
CHEMICAL ENGINEERING RESEARCH & DESIGN, 1997, 75 (A4) :420-426
[9]   OPTIMAL WATER ALLOCATION IN A PETROLEUM REFINERY [J].
TAKAMA, N ;
KURIYAMA, T ;
SHIROKO, K ;
UMEDA, T .
COMPUTERS & CHEMICAL ENGINEERING, 1980, 4 (04) :251-258
[10]   ON THE FORMULATION OF OPTIMAL WATER ALLOCATION PROBLEM BY LINEAR-PROGRAMMING [J].
TAKAMA, N ;
KURIYAMA, T ;
SHIROKO, K ;
UMEDA, T .
COMPUTERS & CHEMICAL ENGINEERING, 1981, 5 (02) :119-121