A novel approach is here proposed for the optimal design and management of the C-Town pipe network considering three objective functions (OFs) (1-installation cost, 2-operational cost and 3-cost of the pressure reducing valves). The approach is based on the following steps: i) identification of some feasible first attempt solutions; ii) application of the NSGAII to the 2D optimization problem with OFs 1 and 2; iii) application of the NSGAII with OFs 2 and 3; iv) derivation of the 3D Pareto surface by grouping the solutions found at the end of steps ii and iii and selection of a final solution.
A multi-step approach for optimal design and management of the C-Town pipe network model
CREACO, Enrico Fortunato;ALVISI, Stefano;FRANCHINI, Marco
2014
Abstract
A novel approach is here proposed for the optimal design and management of the C-Town pipe network considering three objective functions (OFs) (1-installation cost, 2-operational cost and 3-cost of the pressure reducing valves). The approach is based on the following steps: i) identification of some feasible first attempt solutions; ii) application of the NSGAII to the 2D optimization problem with OFs 1 and 2; iii) application of the NSGAII with OFs 2 and 3; iv) derivation of the 3D Pareto surface by grouping the solutions found at the end of steps ii and iii and selection of a final solution.File in questo prodotto:
Non ci sono file associati a questo prodotto.
I documenti in SFERA sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.