Equivalent pipe : The pipe of uniform diameter having loss of head and discharge equal to the loss of head and discharge of a compound pipe, consisting of several pipe of different length and diameters.
Now, Let $L_1$ = Length of pipe 1 and $d_1$ = dia.
$L_2$ = Length of pipe 2 and $d_2$ = dia.
$L_3$ Length of pipe 3 and $d_3$ = dia.
H = total head loss
L = length of equivalent pipe
d = dia. of equivalent pipe.
$\therefore L = L_1 + L_2 + L_3$
neglect minor losses, the head loss in compound pipe,
$H = \frac{4f_1L_1v_1^2}{d\times2g} + \frac{4f_2L_2V_2^2}{d\times2g} + \frac{4f_3L_3V_3^2}{d\times2g} ------ (1)$
(Assume $(f_1 = f_2 = f_3 = f)$
Discharge $Q = Av_1 = A_2 V_2 = A_3 V_3 = \frac{\pi}{4} d_1^2v_1 = \frac{\pi}{4} d_2^2v_2 = \frac{\pi}{4} d_3^2 v_3^2$
Substituting these values in the form of
$v = (\frac{4Q}{\pi d^2})$ in (1)
$H = 4fL_1 \times \frac{ \bigg( \frac{4Q}{\pi d_1^2 } \bigg)^2 }{d_1 \times 2g}
+ 4fL_2 \times \frac{ \bigg( \frac{4Q}{\pi d_2^2 } \bigg)^2 }{d_2 \times 2g}
+ 4fL_3 \times \frac{ \bigg( \frac{4Q}{\pi d_3^2 } \bigg)^2 }{d_3 \times 2g}
$
$H = \frac{4\times1bfQ}{\pi ^2 \times 2g} (\frac{L_1}{d1^5} + \frac{L_2}{d2^5} + \frac{L_3}{d3^5})
$
$\therefore \text{Head loss in equivalent pipe}, H = \frac{4fLv^2}{d\times2g}$
where, v = $\frac{4Q}{\pi d^2}$
$\therefore$ H = 4fL x $(\frac{4Q}{\pi d^2})^2$ = $\frac{4\times16Q^2f}{\pi ^2 \times 2g}$ $(\frac{L}{d^5})$ -------- (2)
Head loss in compound pipe and in equivalent pipe is same hence equating equation (2) and (1)
$\therefore \frac{4\times16fQ^2}{\pi ^2\times2g}$ $(\frac{L_1}{d1^5} + \frac{L_2}{d2^5} + \frac{L_3}{d3^5}) = \frac{4\times16Q^2}{\pi ^2 \times 2g} (\frac{L}{d^5})$
$\therefore$ $\frac{L_1}{d1^5} + \frac{L_2}{d2^5} + \frac{L_3}{d3^5} = \frac{L}{d^5}$
Equation (3) is known as Dupuit's Equation
where L = $L_1 + L_2 + L_3$ and $d_1, d_2, d_3$ are known. Hence equivalent size of pipe (d) can be found out.
Given :
Length of pipe 1 : $L_1$ = 1000 m and $d_1$ = 500 mm = 0.5 m
Length of pipe 2 : $L_2$ = 800 m and $d_2$ = 400 mm = 0.4 m
Length of pipe 3 : $L_3$ = 300 m and $d_3$ = 300 mm = 0.3 m
Length of single pipe L = 2100 m
Diameter of single pipe d = ?
Dupit Equation is,
$\frac{L}{d^5} = \frac{L_1}{d_1^5} + \frac{L_2}{d_2^5} + \frac{L_3}{d_3^5}$
$\therefore$ $\frac{2100}{d^5} = \frac{1000}{0/5^5} + \frac{800}{0.4^5} + \frac{300}{0.3^5}$
$\therefore 1/d^5 = \frac{233581.7901}{2100}$
$\therefore$ d = 0.3897 m
i.e. d = 389.7 mm
$\therefore$ The diameter of single pipe is 389.7 mm.