In: Civil Engineering
Consider a pipe that branches out into three parallel pipes and then rejoins at a junction downstream. All three pipes have the same diameters (D= 3 cm) and friction factors (f= 0.018). The lengths of pipe 1 and pipe 2 are 5 m and 8 m, respectively while the velocities of the fluid in pipe 2 and pipe 3 are 2 m/s and 4 m/s, respectively.
Solve for the headloss at the junction (m).
In the solution, Since the pipes given are in parallel. Hence the head loss in each pipe up to junction point will be same.
All the parameters of pipe 2 were known and hence the head loss at junction is calculated by using the parameters of pipe 2.
And hence the unknown parameters for pipe 1 and pipe 3 are calculated by solving for head loss for the respective pipes.
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