Abstract
In order to solve the problem of inadequate water pressure in the southern and southeast area of City K, high level water tank is to be built in different locations of network system to improve this situation. When it is low peak period at night, the excess produced water will be transferred into the high level water tank. Otherwise, during the peak period of the daytime, network will be supplied by water treatment plants and high water tank together so as to balance the network pressure. This paper analyses the different high water tank building plans through hydraulic model simulating, thus, providing an economical and reasonable suggestion to the network's modification.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: 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.
