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GATE CE 2024 Set 1
Numerical
+2
-0

A standard round bottom triangular canal section as shown in the figure has a bed slope of 1 in 200. Consider the Chezy’s coefficient as 150 m1/2/s.

GATE CE 2024 Set 1 Fluid Mechanics and Hydraulic Machines - Properties of Fluids Question 6 English
The normal depth of flow, y (in meters) for carrying a discharge of 20 m3/s is ___________ (rounded off to 2 decimal places).

Your input ____
2
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
Shear stress in the Newtonian fluid is proportional to
A
pressure
B
strain
C
strain rate
D
the inverse of the viscosity
3
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
A liquid of density $$\mathrm\rho$$ and dynamic viscosity $$\mathrm\mu$$ flows steadily down an inclined plane in a thin sheet of constant thickness t. Neglecting air friction the shear stress on the bottom surface due to the liquid flow is (where θ is the angle, the plane makes with horizontal)
A
$$\mathrm\rho\;\mathrm g\;\mathrm t\;\sin\left(\mathrm\theta\right)$$
B
$$\mathrm\rho\;\mathrm g\;\mathrm t\;\cos\left(\mathrm\theta\right)$$
C
$$\mathrm\mu\sqrt{\mathrm g/\mathrm t}$$
D
$$\mathrm{ρg}$$
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Centroid and Moment of Inertia Torsion Pure Bending Shear Stress In Beams Strain Energy Method Columns and Struts Complex Stress Deflection of Beams Thin Cylinder Simple Stresses Shear Force and Bending Moment Propped Cantilever Beam
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