Antoniog1
Electrical
- Apr 21, 2007
- 6
I Have a problem with a pipe installation & trying to Calculate what flow of water i should have to find the problem I have a reservoir 160 metres AMSL 10000 metres of class 9 PVC Pipe Into another reservoir 113 metres AMSL the measured flow into the reservoir is 310 L/Min, at a point 5800 metres from supply reservoir & 99 Metres AMSL i have a flow of 650 L/ Min, at a point 7900 metres from supply reservoir with an elevation of 99 metres AMSL i have a flow of 630 L/ Min at 8400 metres from supply reservoir at an elevation of 108 metres AMSL my flow drops to 415 L/ Min being a drop of 215 Litres / Min in a short distance all flows were done at isolation points where no back flow can occur wondering if some one can calculate what flows i should have in theory against my actuals as pipe is beneath the ground need some idea as to which section should be excavated first
Regards Anthony
Regards Anthony