Exam Details
ESE (IES) Civil Engineering (CE) P2 2016
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Questions
120
Duration
180 mins
Package
ESE & GATE CE - Previous Year Papers
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120questions
Medium
78
65%
Hard
33
27.5%
Easy
9
7.5%
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120questions
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100%
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2016 · Unclassified
ESE (IES) Civil Engineering (CE) P2 2016
A solid cylinder of length H, diameter D and of relative density S floats in neutral equilibrium in water with its axis vertical. What is the ratio of H to D if S = 0.6?
2016 · Unclassified
ESE (IES) Civil Engineering (CE) P2 2016
In a two-dimensional flow, with its stream function =2xy, the velocity at a point (3,4) is
_CE_2016_P2_2_Question.png)
2016 · Unclassified
ESE (IES) Civil Engineering (CE) P2 2016
An open rectangular tank of dimensions 4m×3m×2m contains water to a height of 1.6m. It is then accelerated along the longer side. What is the maximum acceleration possible without spilling the water? If this acceleration is then increased by 10%, what amount of water will be spilt off?
2016 · Unclassified
ESE (IES) Civil Engineering (CE) P2 2016
In a laminar flow between two fixed plates held parallel to each other at a distance d, the shear stress is: 1) Maximum at plane d/2 away from each plate and zero at the plate boundaries. 2) Zero throughout the passage. 3) Maximum at the plate boundaries and zero at a plane d/2 away from each plate. Which of the above statements is/are correct?
2016 · Unclassified
ESE (IES) Civil Engineering (CE) P2 2016
While conducting the flow measurement using a triangular notch, an error of +2% in head over the notch is observed. The percentage error in the computed discharge would be
2016 · Unclassified
ESE (IES) Civil Engineering (CE) P2 2016
An orifice is located in the side of a tank with its centre 10 cm above the base of the tank. The constant water level is 1.0 m above the centre of orifice. The coefficient of velocity is 0.98. On the issuing jet, the horizontal distance from the vena-contracta to where the jet is 10 cm below vena-contracta is