Session
Civil Engineering, Infrastructure and Environment
Description
The condition of the water supply and the actual functioning of the distribution network in Durres area are inadequate to sustain demand at an acceptable level of service for all the billing zones.The distribution network of Durres city is fed at one point (Xhafzotaj junction) for 300-350 l/s with an elevation of about 50 m asl. The planned new transmission line has a diameter of 700 mm and will bring extra 630 l/s.The water distribution systems are one of the vital urban infrastructures and their operationwith a high level of service are of high importance.Many phenomena in water supply systems such as leakage, breakage of pipes etc. are afunction of pressure. When pressure dependency of demand is considered in the hydraulicanalysis, the results thereof shall be consistent with reality.This article presents the new design methodology for a good optimization of the distribution network. The distribution network has been reconstructed as a ring network. It is planned to build 6 DMA’as (District Metered Area) to control the flow, pressure and consumption in DMA to build the Water Balance.
Keywords:
Rehabilitation network, Optimitazion System, Flow, Pressure, DMA
Session Chair
Driton Kryeziu
Session Co-Chair
Blertë Retkoceri
Proceedings Editor
Edmond Hajrizi
ISBN
978-9951-437-96-7
First Page
133
Last Page
138
Location
Lipjan, Kosovo
Start Date
31-10-2020 1:30 PM
End Date
31-10-2020 3:00 PM
DOI
10.33107/ubt-ic.2020.84
Recommended Citation
Kërpaçi, Andrin and Abdullahu, Ilir, "Rehabilitation and Optimization of the Water Supply Distribution Network of Durrës" (2020). UBT International Conference. 241.
https://knowledgecenter.ubt-uni.net/conference/2020/all_events/241
Included in
Rehabilitation and Optimization of the Water Supply Distribution Network of Durrës
Lipjan, Kosovo
The condition of the water supply and the actual functioning of the distribution network in Durres area are inadequate to sustain demand at an acceptable level of service for all the billing zones.The distribution network of Durres city is fed at one point (Xhafzotaj junction) for 300-350 l/s with an elevation of about 50 m asl. The planned new transmission line has a diameter of 700 mm and will bring extra 630 l/s.The water distribution systems are one of the vital urban infrastructures and their operationwith a high level of service are of high importance.Many phenomena in water supply systems such as leakage, breakage of pipes etc. are afunction of pressure. When pressure dependency of demand is considered in the hydraulicanalysis, the results thereof shall be consistent with reality.This article presents the new design methodology for a good optimization of the distribution network. The distribution network has been reconstructed as a ring network. It is planned to build 6 DMA’as (District Metered Area) to control the flow, pressure and consumption in DMA to build the Water Balance.