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Previous year question hub

Differential Analysis - Engineering Sciences Previous Year Questions

Practice Differential Analysis - Engineering Sciences previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

16Papers
16Years
25Questions
1Topics

Differential Analysis question pattern

Every graph below is calculated only from this selection.

Questions by year

Year-wise coverage for Differential Analysis. Each bar uses a separate theme-derived color.

Difficulty distribution

How the classified questions are distributed by difficulty.

Medium 16 64%
Easy 9 36%

Question type distribution

MCQ, numerical, multiple-select and other formats found in these papers.

MCQ 17 68%
Numerical Answer Type (NAT) 7 28%
MSQ 1 4%

Subject weightage

Top subjects by unique question coverage.

Engineering Sciences
25 Qs

Most asked topics

Top topics across the included previous year papers.

Differential Analysis
25 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Continuity, Euler and Bernoulli Equations
20 Qs
Navier-Stokes Solutions
4 Qs
Vorticity, Circulation and Stream Function
1 Qs

Paper coverage

Question coverage for the most populated papers. Every active PYP paper remains listed below.

Engineering Sciences (XE) 2026
1 Qs
Engineering Sciences (XE) 2025
1 Qs
Engineering Sciences (XE) 2024
1 Qs
Engineering Sciences (XE) 2023
2 Qs
Engineering Sciences (XE) 2022
2 Qs
Engineering Sciences (XE) 2021
2 Qs
Engineering Sciences (XE) 2020
2 Qs
Engineering Sciences (XE) 2019
1 Qs
Engineering Sciences (XE) 2018
3 Qs
Engineering Sciences (XE) 2017
1 Qs
Engineering Sciences (XE) 2016
2 Qs
Engineering Sciences (XE) 2015
1 Qs
Engineering Sciences (XE) 2014
1 Qs
Engineering Sciences (XE) 2013
2 Qs
Engineering Sciences (XE) 2012
2 Qs
Engineering Sciences (XE) 2009
1 Qs

Browse by subtopics

Open a focused page built from the same verified paper data.

Continuity, Euler and Bernoulli Equations

Explore previous-paper coverage, trends and focused practice for Continuity, Euler and Bernoulli Equations.

20 questions15 papers15 years

Navier-Stokes Solutions

Explore previous-paper coverage, trends and focused practice for Navier-Stokes Solutions.

4 questions3 papers3 years

Vorticity, Circulation and Stream Function

Explore previous-paper coverage, trends and focused practice for Vorticity, Circulation and Stream Function.

1 questions1 papers1 years

Included previous year papers

Newest papers appear first. Sort by year, question coverage or name.

PaperYear / sessionQuestions in this viewOpen
Engineering Sciences (XE) 202620261View paper
Engineering Sciences (XE) 202520251View paper
Engineering Sciences (XE) 202420241View paper
Engineering Sciences (XE) 202320232View paper
Engineering Sciences (XE) 202220222View paper
Engineering Sciences (XE) 202120212View paper
Engineering Sciences (XE) 202020202View paper
Engineering Sciences (XE) 201920191View paper
Engineering Sciences (XE) 201820183View paper
Engineering Sciences (XE) 201720171View paper
Engineering Sciences (XE) 201620162View paper
Engineering Sciences (XE) 201520151View paper
Engineering Sciences (XE) 201420141View paper
Engineering Sciences (XE) 201320132View paper
Engineering Sciences (XE) 201220122View paper
Engineering Sciences (XE) 200920091View paper

Sample previous year questions

A varied preview from the papers represented in this selection, with every available option.

1
2009 · Engineering Sciences · Differential Analysis · Continuity, Euler and Bernoulli Equations
Engineering Sciences (XE) 2009
A nozzle has inlet and outlet diameters of 10 cm and 5 cm, respectively. If it discharges air at a steady rate of 0.1 m³/s into the atmosphere, the gauge pressure (static) at the nozzle inlet will be
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2
2012 · Engineering Sciences · Differential Analysis · Continuity, Euler and Bernoulli Equations
Engineering Sciences (XE) 2012
The water level in a gas-pressurized tank with a large cross-sectional area is maintained constant as shown in the figure below. The water level in the tank is 4.2 m above the pipe centerline as indicated in the figure. The gas pressure is 130 kPa. The atmospheric pressure, gravitational acceleration and density of water may be taken as 100 kPa, 10 m/s² and 1000 kg/m³, respectively. Neglecting losses, the maximum velocity (in m/s) of water at any location in the horizontal portion of the delivery pipe for the pressure NOT to drop below atmospheric pressure, is

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3
2013 · Engineering Sciences · Differential Analysis · Continuity, Euler and Bernoulli Equations
Engineering Sciences (XE) 2013

Bernoulli’s equation is valid for the following type of flow:

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4
2014 · Engineering Sciences · Differential Analysis · Continuity, Euler and Bernoulli Equations
Engineering Sciences (XE) 2014
The gravity driven flow over a hump of height \( h \) in a canal is shown in the figure. The height of the free surface from the canal bed at upstream of the hump is \( H \). The free surface height reduces to \( H_1 \) above the hump.
Assuming the canal bed to be horizontal, the discharge per unit width is given by

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5
2015 · Engineering Sciences · Differential Analysis · Continuity, Euler and Bernoulli Equations
Engineering Sciences (XE) 2015
A steady, two-dimensional, inviscid and incompressible flow field is described in rectangular Cartesian coordinates as \(u = ax\) and \(v = -ay\), where \(u\) and \(v\) are the components of the velocity vector in the \(x\) and \(y\) directions, respectively. Gravity acts along the negative \(y\)-direction. The pressure distribution, with the reference pressure taken as zero at the origin, with usual notation, is given by
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6
2016 · Engineering Sciences · Differential Analysis · Continuity, Euler and Bernoulli Equations
Engineering Sciences (XE) 2016
Consider a fully developed, steady, incompressible, 2-D, viscous channel flow with uniform suction and blowing velocity \(v_0\), as shown in the figure given below. The centerline velocity of the channel is 10 m/s along the x-direction. If the value of \(v_0\) at both the walls is 1 m/s, the value of the y-component of velocity inside the flow field is ________ m/s.

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