Numerical optimization for drinking water distribution network design: ideas and questions provided by practice
- 1KWR waterresearch institute, Water infrastructure, Netherlands (karel.van.laarhoven@kwrwater.nl)
- 2KWR waterresearch institute, Water infrastructure, Netherlands (djordje.mitrovic@kwrwater.nl)
- 3KWR waterresearch institute, Hydro Informatics, Netherlands (karel.van.laarhoven@kwrwater.nl)
- 4KWR waterresearch institute, Water infrastructure, Netherlands (bram.hillebrand@kwrwater.nl)
In the past decades, the potential of numerical optimization for the automated design of drinking water distribution networks has been extensively studied. In particular, evolutionary algorithms have been shown to be a powerful and versatile tool for several design tasks. In the past few years in the Netherlands, drinking water utilities have started to embrace this approach more and more to explore new design philosophies as well as to address immediate asset management decision challenges. Key to meaningful application has been the possibility to iteratively and flexibly develop the optimization problem throughout the design process. The traditional 'benchmark problems' from academia provide a strong starting point for a design process, giving utility experts a taste of the possibilities. Subsequently, however, the problem definition has to be adapted and fine-tuned in order to keep up with the evolving perspective of the utility experts on the design problem. During this type of practical implementation, it frequently occurs that questions emerge which greatly increase the complexity of the optimization task without an approach being readily available from scientific literature, requiring workarounds to be created on the spot. Here, we present recent examples of such questions and their workarounds, which we ran into while tackling different practical design challanges, namely: how to incorporate deal with the prohibitively large complexity of a pipe dimension optimization for the city of Amsterdam, and how to incorporate topological properties regarding flushability as a performance constraint into a sectorization problem for the city of Rotterdam.
How to cite: van Laarhoven, K., Mitrović, D., Vertommen, I., and Hillebrand, B.: Numerical optimization for drinking water distribution network design: ideas and questions provided by practice, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-15003, https://doi.org/10.5194/egusphere-egu24-15003, 2024.