Abstract
Encrustation and biofouling causes loss in carrying capacity of water mains and impacts water quality. In this work, the decrease in pipe diameter and increased pipe roughness are computed as a function of service age of water mains. The method is applied to the water distribution network in Walkerton, Ontario and the effects of encrustation and biofilm build-up with age and their effects on the hydraulics are estimated. Hydraulic analysis was performed by simulating the flow through the water supply network, assumed to be 100 years old, using EPANET2. The results indicate that changes in the hydraulic parameters of a network can cause 1. a change in a flow pattern from reservoirs, 2. water to take a longer time to reach the far end of network and 3. increased energy cost. It is also suggested that the available empirical model to compute pipe roughness and decrease in pipe diameter after a certain service time cannot be standardized, because of its dependence on the local and transient quality of water from various supply sources.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.