Fluid mechanics and hydraulics miscellaneous
Direction: A rectangular channel 6.0 m wide carries a discharge of 16.0 m3 /s under uniform condition with normal depth of 1.60 m. Manning’s ‘n’ is 0.015.
- A jump is to be provided on the channel bed. The maximum height of the jump without affecting the upstream flow condition is
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Flow is sub-critical.
Specific energy, Ec
z – heightEc + z = y1 + v²1 2g Ec = 3 × yc 2 = 3 × q² 1/3 2 g q = Q = 16 = 2.67m³/s/m b 6 Ec = 3 × 2.67² 1/3 = 1.67 m/s 2 9.81 V1 = Q = 16 = 1.67 m/s A 6 × 1.6 ∴ 1.35 + z = 1.6 + 1.67² 2 × 9.81
∴ z = 1.74 – 1.35 = 0.4 m.Correct Option: B
Flow is sub-critical.
Specific energy, Ec
z – heightEc + z = y1 + v²1 2g Ec = 3 × yc 2 = 3 × q² 1/3 2 g q = Q = 16 = 2.67m³/s/m b 6 Ec = 3 × 2.67² 1/3 = 1.67 m/s 2 9.81 V1 = Q = 16 = 1.67 m/s A 6 × 1.6 ∴ 1.35 + z = 1.6 + 1.67² 2 × 9.81
∴ z = 1.74 – 1.35 = 0.4 m.
- For a given discharge, the critical flow depth in an open channel depends on
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We obtain critical flow depth from specific energy equation.
E = y + V² 2g
For Eminimum,∂E = 0 ∂y Thus, Q²Te = 1 gA³
A = B. yc.Correct Option: A
We obtain critical flow depth from specific energy equation.
E = y + V² 2g
For Eminimum,∂E = 0 ∂y Thus, Q²Te = 1 gA³
A = B. yc.
- For a body completely submerged in a fluid, the centre of gravity (G) and centre of buoyancy (O) are known. The body is considered to be in stable equilibrium if
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NA
Correct Option: D
NA
- The flow in a horizontal, frictionless rectangular open channel is supercritical. A smooth hump is built on the channel floor. As the height of hump is increased, choked condition is attained. With further increase in the height of the hump, the water surface will
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After attaining Emin, with further increase in height, the specific energy will increase. That is, y will increase.
Correct Option: A
After attaining Emin, with further increase in height, the specific energy will increase. That is, y will increase.
- For sub-critical flow in an open channel, the control section for gradually varied flow profiles is
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NA
Correct Option: A
NA