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Fluid mechanics and hydraulics miscellaneous

Fluid Mechanics and Hydraulics

  1. A single pipe of length 1500 m and diameter 60 cm connects two reservoirs having a difference of 20 m in their water levels. The pipe is to be replaced by two pipes of the same length and equal diameter d to convey 25% more discharge under the same head loss. If the friction factor is assumed to be the same for all the pipes, the value of d is approximately equal to which of the following options?
    1. 37.5 cm
    2. 40.0 cm
    3. 45.0 cm
    4. 50.0 cm
Correct Option: D

Total discharge = 1.25 × Q

Discharge in one pipe =
1.25Q
2

Head loss in one pipe, hf1 =
flV²
2gD1

=
flQ¹2
2gD1

=
fl.(125Q / 2)²
2gD1 × (D1²)²

Initial head loss, hf1 = final head loss, hf2

∴ D1 = 50 cm.



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