Abstract

Water losses in Water Distribution Networks (WDNs) are inevitable. This is due to joints interconnections, ageing infrastructure and excessive pressure at lower demand. Pressure control has been showing promising results as a means of minimising water loss. Furthermore, it has been shown that pressure information at critical nodes is often adequate to ensure effective control in the system. In this work, a greedy algorithm for the identification of critical nodes is presented. An emulator for the WDN solution is put forward and used to simulate the dynamics of the WDN. A model-free control scheme based on reinforcement learning is used to interact with the proposed emulator to determine optimal pressure reducing valve settings based on the pressure information from the critical node. Results show that flows through the pipes and nodal pressure heads can be reduced using this scheme. The reduction in flows and nodal pressure leads to reduced leakage flows from the system. Moreover, the control scheme used in this work relies on the current operation of the system, unlike traditional machine learning methods that require prior knowledge about the system.

Highlights

  • The existence of leakages in water supply systems is inevitable

  • For water distribution networks (WDNs), leakage minimisation has been the subject of research dating from the early 80s [1]

  • Seven (7) pressure reduction valves (PRVs) are installed in pipes 1, 3, 5, 20, 46, 99 and 102 of the WDN

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Summary

Introduction

The existence of leakages in water supply systems is inevitable. The nature of their interconnection renders them susceptible to wear and tear and resulting in water losses. This work proposes the utilisation of a model-free scheme to control pressure via settings of PRVs. The model-free scheme comprises the water network emulator based on a quadratic approximation of the hydraulic simulation. A reinforcement learning scheme is put forward as a controller, interacting with the hydraulic simulation’s emulator and providing an optimal setting for pressure-reducing valves in water distribution networks. The strength of this scheme could be attributed to its ability to generate control settings without interaction with the model.

Water Distribution Network Modelling
Result
Leakage Flow Model
Results and Discussion
Conclusions
Full Text
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