(Solved): 4.4.1. The total discharge from A to B in Figure P4.4.1 is 0.936(m^(3))/(s). Pipe 1 is 100m long wi ...

4.4.1. The total discharge from

to

in Figure

is

. Pipe 1 is

long with a diameter of

, and pipe 2 is

long with a diameter of

. Determine the head loss between

and

(junctions) and the flow rate in each pipe using (a) Hardy-Cross principles and (b) the method of equivalent pipes. Assume

and

for the highly tuberculated pipes,

water, and minor losses are negligible. Hint: A direct solution is possible using the conservation of mass and energy principles. Figure P4.4.1