Optimal Scheduling of Water Distribution Systems
Manish K. Singh, Vassilis Kekatos

TL;DR
This paper develops a mixed-integer second-order cone programming approach for optimally scheduling water distribution systems under variable electricity prices, incorporating hydraulic constraints and ensuring feasible, near-optimal solutions.
Contribution
It introduces a novel relaxation technique for the non-convex OWF problem, enabling efficient, feasible scheduling solutions with proven optimality properties.
Findings
Relaxation yields exact solutions in numerical tests.
Method handles real-world demands and prices effectively.
Solutions achieve arbitrarily small optimality gaps under certain conditions.
Abstract
With dynamic electricity pricing, the operation of water distribution systems (WDS) is expected to become more variable. The pumps moving water from reservoirs to tanks and consumers, can serve as energy storage alternatives if properly operated. Nevertheless, optimal WDS scheduling is challenged by the hydraulic law, according to which the pressure along a pipe drops proportionally to its squared water flow. The optimal water flow (OWF) task is formulated here as a mixed-integer non-convex problem incorporating flow and pressure constraints, critical for the operation of fixed-speed pumps, tanks, reservoirs, and pipes. The hydraulic constraints of the OWF problem are subsequently relaxed to second-order cone constraints. To restore feasibility of the original non-convex constraints, a penalty term is appended to the objective of the relaxed OWF. The modified problem can be solved as a…
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