Morphogenesis of Urban Water Distribution Networks: A Spatiotemporal Planning Approach for Cost-Efficient and Reliable Supply

• Published in: Entropy
• Main Authors: Jonatan Zischg, Wolfgang Rauch, Robert Sitzenfrei
• Format: Article in Journal/Newspaper
• Language: English
• Published: MDPI AG 2018
• Subjects: urban transition; EPANET 2; network disconnection; network growth; uncertainties; performance and adaptation; flow entropy; Science; Q; Astrophysics; QB460-466; Physics; QC1-999; Kiruna
• Online Access: https://doi.org/10.3390/e20090708; https://doaj.org/article/1588af31c0e341d8ac54ae4eb14b21f9

Cities and their infrastructure networks are always in motion and permanently changing in structure and function. This paper presents a methodology for automatically creating future water distribution networks (WDNs) that are stressed step-by-step by disconnection and connection of WDN parts. The associated effects of demand shifting and flow rearrangements are simulated and assessed with hydraulic performances. With the methodology, it is possible to test various planning and adaptation options of the future WDN, where the unknown (future) network is approximated via the co-located and known (future) road network, and hence different topological characteristics (branched vs. strongly looped layout) can be investigated. The reliability of the planning options is evaluated with the flow entropy, a measure based on Shannon’s informational entropy. Uncertainties regarding future water consumption and water loss management are included in a scenario analysis. To avoid insufficient water supply to customers during the transition process from an initial to a final WDN state, an adaptation concept is proposed where critical WDN components are replaced over time. Finally, the method is applied to the drastic urban transition of Kiruna, Sweden. Results show that without adaptation measures severe performance drops will occur after the WDN state 2023, mainly caused by the disconnection of WDN parts. However, with low adaptation efforts that consider 2–3% pipe replacement, sufficient pressure performances are achieved. Furthermore, by using an entropy-cost comparison, the best planning options are determined.