Answer:
The pressure difference is 2876.35 KPa.
The required useful pumping power is 21.69 KW
Step-by-step explanation:
The pressure difference is given by Darcy-Weisbach Equation, which is as follows:
First we get major Head Loss:
HL =
![f(l)/(d)(V^(2))/(2g)](https://img.qammunity.org/2020/formulas/engineering/college/c134tethw4or7qhnp4ga1xmnlzhr2elvz4.png)
Here,
l = length = 78 m
D = diameter = 4 cm = 0.04 m
V = velocity = 6 m/s
g = acceleration due to gravity = 9.8 m/s²
f = friction coefficient which needs to be determined from moody's chart
For that purpose first we need to find Reynold's Number (Re):
Re = ρVD/μ
Re = (1252 kg/m3)(6m/s)(0.04m)/0.3073kg/ms
Re = 977.8
Since, Re < 2000, it shows that the flow is laminar.
Thus, we refer to the straight line given in moody's chart for laminar flow and find the friction coefficient. For that straight line formula of friction coefficient is
f = 64/Re
f = 64/977.8
f = 0.065
Thus using values in darcy equation:
HL =
![(0.065)(78 m)/(0.04 m)((6m/s)^(2) )/(2(9.8m/s^(2)) )](https://img.qammunity.org/2020/formulas/engineering/college/sllqgd1bx1jk5urvywixzg2ufbn7kyb26f.png)
HL = 234.43 m
Now, the pressure difference will be:
ΔP = (HL)ρg = (234.43 m)(1252 kg/m3)(9.8 m/s²)
ΔP = 2876.35 KPa
Now, the useful pumping power is given by:
Power = ΔP(Volume Flow Rate) = ΔP(Area)(Velocity)
Power = ΔP(πD²/4)(V) = (2876350 N/m²){π(0.04 m)²/4}(6 m/s)
Power = 21.69 KW