AbstractA 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
Numerical optimization is gradually finding its way into drinking water practice. For successful int...
For cost and reliability efficiency, optimal design and operation of pressurized water distribution ...
Optimizing the layout of the equipment and connecting pipes that form a chemical plant is an importa...
A novel approach is here proposed for the optimal design and management of the C-Town pipe network c...
A novel approach is here proposed for the optimal design and management of the C-Town pipe network c...
AbstractA novel approach is here proposed for the optimal design and management of the C-Town pipe n...
A multiobjective approach is used here to optimize design and operation of the C-Town pipe network, ...
A multi-step approach is proposed for the optimal design of the D-Town pipe network provided within ...
none3Water Distribution Network design has been traditionally approached as a cost minimization prob...
AbstractThe methodology proposed to solve the C-Town water distribution network problem (BBLAWN) com...
Decaying infrastructure in municipalities is becoming a problem of increasing importance as growing...
This paper shows how pipe replacements and control valve installations can be optimized in water dis...
The numerous and diversified demands for water in urban, as well as rural areas, dictate the use of ...
The proper allocation of water resources is a very important practical problem in the field of water...
The establishment of district metered areas (DMAs) is a highly effective method to mitigate operatio...
Numerical optimization is gradually finding its way into drinking water practice. For successful int...
For cost and reliability efficiency, optimal design and operation of pressurized water distribution ...
Optimizing the layout of the equipment and connecting pipes that form a chemical plant is an importa...
A novel approach is here proposed for the optimal design and management of the C-Town pipe network c...
A novel approach is here proposed for the optimal design and management of the C-Town pipe network c...
AbstractA novel approach is here proposed for the optimal design and management of the C-Town pipe n...
A multiobjective approach is used here to optimize design and operation of the C-Town pipe network, ...
A multi-step approach is proposed for the optimal design of the D-Town pipe network provided within ...
none3Water Distribution Network design has been traditionally approached as a cost minimization prob...
AbstractThe methodology proposed to solve the C-Town water distribution network problem (BBLAWN) com...
Decaying infrastructure in municipalities is becoming a problem of increasing importance as growing...
This paper shows how pipe replacements and control valve installations can be optimized in water dis...
The numerous and diversified demands for water in urban, as well as rural areas, dictate the use of ...
The proper allocation of water resources is a very important practical problem in the field of water...
The establishment of district metered areas (DMAs) is a highly effective method to mitigate operatio...
Numerical optimization is gradually finding its way into drinking water practice. For successful int...
For cost and reliability efficiency, optimal design and operation of pressurized water distribution ...
Optimizing the layout of the equipment and connecting pipes that form a chemical plant is an importa...