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GATE (CE) 2022 : Fluid Mechanics and Hydraulics Quiz #6

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Question 1

The maximum velocity of a one-dimensional incompressible fully developed viscous flow, between two fixed parallel plates, is 6ms-1. The mean velocity (in ms-1) of the flow is

Question 2

A channel of width 450 mm branches into two sub-channels having width 300 mm and 200 mm as shown in figure. If the volumetric flow rate (taking unit depth) of an incompressible flow through the main channel is 0.9 m3/s and the velocity in the sub-channel of width 200 mm is 3 m/s, the velocity in the sub-channel of width 300 mm is ____ m/s.
Assume both inlet and outlet to be at the same elevation.

Question 3

Consider a steady incompressible flow through a channel as shown below.

The velocity profile is uniform with a value of at the inlet section A. The velocity profile at section B downstream is

The ratio is

Question 4

A fluid of dynamic viscosity 2 × 10-5kg/m.s and density 1 kg/m3 flows with an average velocity of 1 m/s through a long duct of rectangular (25 mm x 15 mm) cross-section. Assuming laminar flow, the pressure drop (in Pa) in the fully developed region per meter length of the duct is ________

Question 5

In the given sprinkler system, the length of two unequal arms are shown. Water issues out of the nozzles at 8 m/s. Find the speed at which the sprinkler rotates (rad/sec).

Question 6

A jet of water from a nozzle is deflected through 60° from its original direction by curved plate in which it enters tangentially without shock in the horizontal direction, with a velocity of 30 m/s and leaves with mean velocity of 25 m/s. If discharge from nozzle is 0.8 kg/s. Calculate magnitude of resultant force in N.
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Oct 12ESE & GATE CE