Abstract

A test rig was set up in the Hydraulic Laboratory of the Faculty of Civil Engineering in Subotica (Republic of Serbia) to model two-outlet water supply systems (consumption was measured by water meters no. 2 and 3), with total flow rate lower than Q n . According to the applied pressure and flow, the system models the water supply pipeline of a single household. The rated diameter of water meters is 20 mm, manufactured by Potiski vodovodi/Tisa Region Waterworks/ Ltd. Horgos (Republic of Serbia). The characteristic water meter flow rates are: flow activating the water meter propeller (Q a ) is between 0,0052 and 0,0067 m3/h, Q min =0,05 m3/h, Q t =0,2 m3/h and Q n =2,5 m3/h. Upstream to water meter no. 3 a UFR was installed, manufactured by A.R.I. from Jerusalem (Israel), having a rated diameter of 20 mm, product type T30. Water supply system losses with discharges Q 3 <Q min are modelled at water meter no. 3. Water flow at water meter no. 2 was either Q 2 =0 or Q min ≤Q 2 ≤Q n . According to the measurements, the most significant contribution of the UFR in measuring water volume by a water meter of a single household is in the discharge range of Q a , just prior to activation of the water meter propeller: a) 70,47% at flow rates Q 2 =0 and Q 3 =0,005–0,0052 m3/h, and b) 7,47% at flow rates Q 2 =0,0559–0,0577 m3/h and Q 3 =0,0049–0,0050 m3/h respectively.

Full Text
Published version (Free)

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 call