I need filtration for an irrigation system supplying centre pivots @ 1500m³/hr
What type of filters could be considered for the application?
Water is abstracted from a service canal.
on what bases shall I size the manifold connecting 5 pumps in parrallel
what velocity should I use, and should the velocity based on total flow (all 5 pumps) or on half flow?
how practical is it use a pitot tube to determine duct velocity? my concern is if the pitot tube is not held 100% perpendicular with the air stream, how accurate is the velocity reading?
good day everyone
what is the norm on sizing the pump flow rate for a sewer pump station, average inflow or peak inflow/
guides on the sizing of the sump volume?
for how many emergency storage volume should be allowed for?
thks