Mostra i principali dati dell'item
Pressure regulation vs. water aging in water distribution networks
dc.creator | Patelis M., Kanakoudis V., Kravvari A. | en |
dc.date.accessioned | 2023-01-31T09:46:10Z | |
dc.date.available | 2023-01-31T09:46:10Z | |
dc.date.issued | 2020 | |
dc.identifier | 10.3390/W12051323 | |
dc.identifier.issn | 20734441 | |
dc.identifier.uri | http://hdl.handle.net/11615/77970 | |
dc.description.abstract | In this paper, the effects of pressure regulation in a water distribution network (WDN) are being examined. Quality is hammered the most when pressure is reduced in a WDN and this occurs due to the increase in the age of water flowing inside the network pipes (water age is actually the total time the water remains inside the pipes before reaching the customer's tap). Kos town WDN is used as the case study network. Kos town is the capital of the homonymous Greek island, among the most famous and popular of the Greek islands. The specific WDN is quite typical but very interesting, as it is extended along the seafront. The network's hydraulic simulation model was developed through the WaterCad V8i software. As Kos experiences too high-water demand peaks and lows during summer and winter time, respectively, its WDN has already been thoroughly studied, in order to regulate the pressure and reduce its annual water loss rates. Nevertheless, these scenarios have never been examined regarding the impact on water quality. In the current study, the division of the WDN in District Metered Areas (DMAs) and the use of a Pressure Reducing Valve (PRV) in the entering node of each DMA are being evaluated in terms of water age. Additionally, a swift optimization process takes place to produce different DMAs' borders, based on the criteria of minimum nodal water age, instead of optimal pressure. Different scenarios were tested on the calibrated and validated hydraulic model of Kos town WDN. © 2020 by the authors. | en |
dc.language.iso | en | en |
dc.source | Water (Switzerland) | en |
dc.source.uri | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085356624&doi=10.3390%2fW12051323&partnerID=40&md5=0607ae6047380979b11423c19f58c5a9 | |
dc.subject | Computer software | en |
dc.subject | Hydraulic models | en |
dc.subject | Pressure regulation | en |
dc.subject | Water quality | en |
dc.subject | High water | en |
dc.subject | Hydraulic simulation model | en |
dc.subject | Optimal pressure | en |
dc.subject | Pressure-reducing valve | en |
dc.subject | Water aging | en |
dc.subject | Water distribution networks | en |
dc.subject | Water loss rates | en |
dc.subject | Winter time | en |
dc.subject | Water distribution systems | en |
dc.subject | calibration | en |
dc.subject | distribution system | en |
dc.subject | model validation | en |
dc.subject | optimization | en |
dc.subject | simulation | en |
dc.subject | software | en |
dc.subject | water availability | en |
dc.subject | water quality | en |
dc.subject | MDPI AG | en |
dc.title | Pressure regulation vs. water aging in water distribution networks | en |
dc.type | journalArticle | en |
Files in questo item
Files | Dimensione | Formato | Mostra |
---|---|---|---|
Nessun files in questo item. |