3. In the picture below, the pump supplies power corresponding to 76 (m) head. Answer the following questions: The height difference between the two reservoirs is 60 (m) and the qualitative coefficient of water is 1X10-3 (kg/(m*s)). (PO4)
(a) Head loss in pipes (10 points) (b)
Equation between head loss and flow rate (10 points): Derive the equation by reflecting all losses (c)
Pump power (15 points): Repeat calculations as long as necessary. Perform it only once (assuming initial value f=0.02)
3. In the picture below, the pump supplies power corresponding to 76m) head. Answer the following questions: The height difference between the two reservoirs is 60m and the qualitative coefficient of water is 1X10-kg/m*s).P04) (a) Head loss in pipes (10 points) (b)
Equation between head loss and flow rate (10 points): Derive the equation by reflecting all losses (c)
SID 2.51 -21og 3.7 Re duind"
=1.0
KL.P =1.5
=5.0
Pipe length=152m Pipe diameter=0.23m Pipe roughness=0
=0.8