Application of mathematical tools to improve the design and operation of activated sludge plants. Case study: the new WWTP of Galindo-Bilbao Part I: Optimum design

被引:11
作者
Rivas, A
Ayesa, E
Galarza, A
Salterain, A
机构
[1] CEIT, Sect Environm Engn, San Sebastian 20018, Spain
[2] CEIT, Dept Elect & Control Engn, San Sebastian 20018, Spain
[3] Univ Navarra, ESII San Sebastian, San Sebastian 20018, Spain
关键词
activated sludge; cost; mathematical models; optimum design; optimisation algorithms; simulators;
D O I
10.2166/wst.2001.0413
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper presents a mathematical formulation for the optimum design of a new activated sludge WWTP. The WWTP optimum design problem has been formulated as a Mathematical Programming problem, which is solved through a nonlinear optimisation method. The plant model has been based on the ASM 1. The minimum volume of the biological reactors and the minimum total cost (including construction and exploitation costs) have been considered as optimisation criteria. Some practical results are also included, using as a case study the design of the second stage of the Galindo-Bilbao WWTP.
引用
收藏
页码:157 / 165
页数:9
相关论文
共 12 条
  • [1] ABADIE J, 1969, OPT S I MATH ITS APP
  • [2] Selection of operational strategies in activated sludge processes based on optimization algorithms
    Ayesa, E
    Goya, B
    Larrea, A
    Larrea, L
    Rivas, A
    [J]. WATER SCIENCE AND TECHNOLOGY, 1998, 37 (12) : 327 - 334
  • [3] CONCHA L, 1996, 16869 EUR EN EUR COM
  • [4] DELASOTA A, 1995, THESIS U NAVARRA
  • [5] Fiacco A.V., 1990, Nonlinear Programming Sequential Unconstrained Minimization Techniques
  • [6] *FRONTL SYST INC, 1999, TUT SPREADSH OPT
  • [7] Henze M., 1987, 1 IAWPRC IAWQ
  • [8] Lasdon L. S., 1978, ACM Transactions on Mathematical Software, V4, P34, DOI 10.1145/355769.355773
  • [9] Rivas A, 1997, MEASUREMENTS AND MODELLING IN ENVIRONMENTAL POLLUTION, P507
  • [10] SUESCUN J, 1994, COMPUTERS TECHNIQUES