Answer:
Explanation:
given,
height of rise of water = 8 ft
1 ft = 0.3048
8 ft = 8 × 0.3048 = 2.44 m
pipe diameter = 3/4 of galvanized schedule 40 steel pipe
resistance coefficient = 1.5
h_1 = 4 inch
1 inch = 0.0254 m
4 inch = 4 ×0.0254 = 0.1016
velocity of water
[tex]v = \sqrt{2gh}[/tex]
[tex]v = \sqrt{2\times 9.8 \times 2.44}[/tex]
v= 6.92 m/s
loss of head due to bend
[tex]h_L=K\dfrac{v^2}{2g}[/tex]
[tex]h_L=1.5\dfrac{6.92^2}{2\times 9.81}[/tex]
[tex]h_L = 3.66 m[/tex]
applying Bernoulli's equation
[tex]\Delta P = \dfrac{1}{2}\rho v^2+\rho g h_1 + h_L[/tex]
[tex]\Delta P = \dfrac{1}{2}1000 \times 6.92^2+1000\times 9.81 \times 0.1016 + 3.66[/tex]
[tex]\Delta P = 24943\ Pa[/tex]
[tex]\Delta P = 24.9\ KPa[/tex]