Optimization of pipe diameters in a water distribution network through simulated annealing algorithms

Authors

  • Héctor Sanvicente Sánchez Instituto Mexicano de Tecnología del Agua
  • Juan Frausto Solís Instituto Tecnológico y de Estudios Superiores de Monterrey Campus Cuernavaca México

Keywords:

water networks, water-distributed systems, water resources, optimization, combinatorial optimization, stochastic methods, simulated annealing, penalty methods

Abstract

To set pipe diameters in the least-cost design of a water distribution network is a strong non linear restricted problem with multiple local optima and its solutions space has many unfeasible regions. The heuristic algorithm of optimization, called Simulated Annealing (SA), is a global method that has been used to make stochastic searches in the problem's solutions space bettering the performance of other methods. This paper proposes a problem formulation with penalty functions, which lets SA algorithm, among another advantages, that the stochastic walk done by it could be less sinuous, crossing unfeasible regions. This approach improves the algorithm efficiency, for the same error level, with respect to a classical restricted formulation 

Author Biographies

Héctor Sanvicente Sánchez, Instituto Mexicano de Tecnología del Agua

Especialista en hidráulica IV-A (Asociado C) del Instituto Mexicano de Tecnología del Agua

Juan Frausto Solís, Instituto Tecnológico y de Estudios Superiores de Monterrey Campus Cuernavaca México

Profesor investigador del Instituto Tecnológico y de Estudios Superiores de Monterrey, Campus Cuernavaca México

Published

2015-12-04

How to Cite

Sanvicente Sánchez, H., & Frausto Solís, J. (2015). Optimization of pipe diameters in a water distribution network through simulated annealing algorithms. Tecnología Y Ciencias Del Agua, 18(1), 105–118. Retrieved from https://www.revistatyca.org.mx/index.php/tyca/article/view/971

Issue

Section

Articles