2020 Hydraulic Transient Analysis for Stewart Road Booster Pumping Station | Town of Collingwood, ON, Canada
This project is to conduct a hydraulic transient (surge)
analysis for the proposed Stewart Road Booster Pumping Station (BPS) located on
Stewart Road at Sixth Street, Collingwood, Ontario. The Town is undertaking the
design and construction of upgrades for Stewart Road Reservoir and BPS, as well
as a new 400 mm diameter watermain along Sixth Street from Georgian Meadows
Drive to Tenth Line and along Tenth Line from Sixth Street to Mountain Road.
The proposed BPS is required to allow further development in the central area
of pressure zone 2 (Zone 2), and the proposed facility will initially service
existing and Phase I water demands as per the Master Plan. The facility is also
being designed such that it can be expanded in the future to service the Phase
II water demands as per the Master Plan.
The primary objective of this analysis is to complete a formal transient (surge) analysis in support of the design of Stewart Road BPS and to consider its impact on Zone 2. To this end, the transient analysis presents the maximum and minimum total (operating plus transient) pressures for the proposed Stewart Road BPS and zone 2 water distribution system, and it provides guidance on the required surge protection for Stewart Road BPS. The results and recommendations from the transient analyses are presented and discussed herein.
Figure 1. Plan/layout view of the Town’s
InfoWater hydraulic model
Figure 2. List of available
transient analysis scenarios in InfoSurge model
Figure 3. Scenario 1 – Stewart
Road BPS discharge pressure history, 2032 MHD global power failure, LWL, no
surge protection
Figure 4. Scenario 1 – Maximum total/transient pressure (m) in Zone 2, 2032 MHD global power failure, LWL, no surge protection
Figure 5. Scenario 1 – Transient head/pressure envelope profile from Stewart Road BPS to Mair Mills via 400 mm watermains, 2032 MHD global power failure, LWL, no surge protection
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