| Proceedings | |
| Optimal Design of and Transition towards Water Distribution Network Blueprints | |
| Thienen, Peter van1  Laarhoven, Karel van2  Vertommen, Ina3  Agudelo-Vera, Claudia4  | |
| [1] Author to whom correspondence should be addressed.;Brabant Water, 5223 MA âs-Hertogenbosch, The Netherlands;KWR Watercycle Research Institute, 3433 PE Nieuwegein, The Netherlands;Presented at the 3rd EWaS International Conference on "Insights on the Water-Energy-Food Nexus", Lefkada Island, Greece, 27â30 June 2018 | |
| 关键词: water distribution networks; optimization; Gondwana; planning; real-life application; | |
| DOI : 10.3390/proceedings2110584 | |
| 学科分类:社会科学、人文和艺术(综合) | |
| 来源: mdpi | |
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【 摘 要 】
The design of network blueprints (ideal design of water distribution networks taking into account the existing infrastructure) is optimized considering the minimization of costs while satisfying the required pressure and flow velocities. The optimal transition from the existing infrastructure towards the blueprint is described by the minimization of pipe failures or maximization of hydraulic performance and the number of construction sites, where old pipes are replaced by new ones, in each transition phase. Both problems are solved with Gondwana. An application to the network of Helmond-Mierlo (The Netherlands) shows that the costs for the optimized blueprint are only 64% of those from the currently existing infrastructure, while the hydraulic performance is improved. The optimized transition shows that a larger number of intervention sites allows for a higher reduction of pipe failures and a better hydraulic performance of the network.
【 授权许可】
CC BY
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201910250184377ZK.pdf | 1734KB |
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