Answer:
The difference of head in the level of reservoir is 0.23 m.
Explanation:
For pipe 1
[tex]d_1=50 mm,f_1=0.0048[/tex]
For pipe 2
[tex]d_2=75 mm,f_2=0.0058[/tex]
Q=2.8 l/s
[tex]Q=2.8\times 10^{-3][/tex]
We know that Q=AV
[tex]Q=A_1V_1=A_2V_2[/tex]
[tex]A_1=1.95\times 10^{-3}m^2[/tex]
[tex]A_2=4.38\times 10^{-3} m^2[/tex]
[tex]So V_2=0.63 m/s,V_1=1.43 m/s[/tex]
head loss (h)
[tex]h=\dfrac{f_1L_1V_1^2}{2gd_1}+\dfrac{f_2L_2V_2^2}{2gd_2}+0.5\dfrac{V_1^2}{2g}[/tex]
Now putting the all values
[tex]h=\dfrac{0.0048\times 15\times 1.43^2}{2\times 9.81\times 0.05}+\dfrac{0.0058\times 24\times 0.63^2}{2\times 9.81\times 0.075}+0.5\dfrac{1.43^2}{2\times 9.81}[/tex]
So h=0.23 m
So the difference of head in the level of reservoir is 0.23 m.