A two‐phase decomposition method for optimal design of looped water distribution networks

TLDR

The paper discusses applications and extensions of the proposed method. The study proposes a two‑phase decomposition method for optimally designing new looped water distribution networks and expanding existing ones. The method iteratively alternates a gradient‑based first phase that optimizes flow distribution and pumping heads with a second phase that fixes link head losses and solves a concave program, repeating until no further improvement. The method generates a sequence of improving local optimal solutions.

Abstract

A two‐phase decomposition method is proposed for the optimal design of new looped water distribution networks as well as for the parallel expansion of existing ones. The main feature of the method is that it generates a sequence of improving local optimal solutions. The first phase of the method takes a gradient approach with the flow distribution and pumping heads as decision variables and is an extension of the linear programming gradient method proposed by Alperovits and Shamir (1977) for nonlinear modeling. The technique is iterative and produces a local optimal solution. In the second phase the link head losses of this local optimal solution are fixed, and the resulting concave program is solved for the link flows and pumping heads; these then serve to restart the first phase to obtain an improved local optimal solution. The whole procedure continues until no further improvement can be achieved. Some applications and extensions of the method are also discussed.