Article ID: | iaor20012430 |
Country: | Netherlands |
Volume: | 32 |
Issue: | 6 |
Start Page Number: | 687 |
End Page Number: | 719 |
Publication Date: | Aug 2000 |
Journal: | Engineering Optimization |
Authors: | Shamir Uri, Cohen Dani, Sinai Gideon |
Keywords: | supply, performance, networks, quality & reliability |
This paper describes the second in a series of three models for optimal operation of multi-quality water supply systems. This second model, which is termed the Q-H (flow-head) model, seeks to determine the optimal operation of pumps and valves, and does not consider water quality aspects. However, the model belongs to the group of three models for multi-quality systems because it is one of the two building blocks (the other is the flow-quality Q-C) of a full-flow-quality-head (Q-C-H) model. This Q-H model is based on continuous representations of the head-flow and power-flow functions of the pumping stations, which in turn results in a continuous non-convex optimization model. For a given flow distribution in the network, Q