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Previous year question hub

Internal Flows - Engineering Sciences Previous Year Questions

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

20Papers
20Years
85Questions
1Topics

Internal Flows question pattern

Every graph below is calculated only from this selection.

Questions by year

Compare question counts across years.

Difficulty distribution

How the classified questions are distributed by difficulty.

Easy 42 49.4%
Medium 41 48.2%
Hard 2 2.4%

Question type distribution

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

MCQ 46 54.1%
Numerical Answer Type (NAT) 36 42.4%
Fill in the blanks 2 2.4%
MSQ 1 1.2%

Subject weightage

Top subjects by unique question coverage.

Engineering Sciences
85 Qs

Most asked topics

Top topics across the included previous year papers.

Internal Flows
85 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Pipe-flow Development and Head Losses
85 Qs

Paper coverage

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

Engineering Sciences (XE) 2026
6 Qs
Engineering Sciences (XE) 2025
6 Qs
Engineering Sciences (XE) 2024
5 Qs
Engineering Sciences (XE) 2023
2 Qs
Engineering Sciences (XE) 2022
4 Qs
Engineering Sciences (XE) 2021
7 Qs
Engineering Sciences (XE) 2020
3 Qs
Engineering Sciences (XE) 2019
4 Qs
Engineering Sciences (XE) 2018
5 Qs
Engineering Sciences (XE) 2017
5 Qs
Engineering Sciences (XE) 2016
3 Qs
Engineering Sciences (XE) 2015
5 Qs
Engineering Sciences (XE) 2014
5 Qs
Engineering Sciences (XE) 2013
3 Qs
Engineering Sciences (XE) 2012
3 Qs
Engineering Sciences (XE) 2011
3 Qs
Engineering Sciences (XE) 2010
2 Qs
Engineering Sciences (XE) 2009
3 Qs
Engineering Sciences (XE) 2008
7 Qs
Engineering Sciences (XE) 2007
4 Qs

Browse by subtopics

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

Included previous year papers

Newest papers appear first. Search these papers or sort by year and name.

Paper nameYearPDFAttempt
Engineering Sciences (XE) 20262026
6 questions in this view
2026
Engineering Sciences (XE) 20252025
6 questions in this view
2025
Engineering Sciences (XE) 20242024
5 questions in this view
2024
Engineering Sciences (XE) 20232023
2 questions in this view
2023
Engineering Sciences (XE) 20222022
4 questions in this view
2022
Engineering Sciences (XE) 20212021
7 questions in this view
2021
Engineering Sciences (XE) 20202020
3 questions in this view
2020
Engineering Sciences (XE) 20192019
4 questions in this view
2019
Engineering Sciences (XE) 20182018
5 questions in this view
2018
Engineering Sciences (XE) 20172017
5 questions in this view
2017
Engineering Sciences (XE) 20162016
3 questions in this view
2016
Engineering Sciences (XE) 20152015
5 questions in this view
2015
Engineering Sciences (XE) 20142014
5 questions in this view
2014
Engineering Sciences (XE) 20132013
3 questions in this view
2013
Engineering Sciences (XE) 20122012
3 questions in this view
2012
Engineering Sciences (XE) 20112011
3 questions in this view
2011
Engineering Sciences (XE) 20102010
2 questions in this view
2010
Engineering Sciences (XE) 20092009
3 questions in this view
2009
Engineering Sciences (XE) 20082008
7 questions in this view
2008
Engineering Sciences (XE) 20072007
4 questions in this view
2007

Sample previous year questions

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

1
2007 · Engineering Sciences · Internal Flows · Pipe-flow Development and Head Losses
Engineering Sciences (XE) 2007
Water flows steadily through a smooth circular tube of 5 cm diameter at a flow rate of π kg/s. Take viscosity μ = 0.001 Ns/m² and density ρ = 1000 kg/m³. The Darcy friction factor is given as: f_D = 64/Re_d for fully developed laminar flow and f_D = 0.316 Re_d^{-0.25} for fully developed turbulent flow. The approximate pressure drop per unit length in the fully developed region of the tube is
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2
2008 · Engineering Sciences · Internal Flows · Pipe-flow Development and Head Losses
Engineering Sciences (XE) 2008

The Darcy-Weisbach equation for head loss is valid

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3
2009 · Engineering Sciences · Internal Flows · Pipe-flow Development and Head Losses
Engineering Sciences (XE) 2009
A 40 cm cubical block slides on oil (viscosity = 0.80 Pa.s), over a large plane horizontal surface. If the oil film between the block and the surface has a uniform thickness of 0.4 mm, what will be the force required to drag the block at 4 m/s ? Ignore the end effects and treat the flow as two dimensional.
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4
2010 · Engineering Sciences · Internal Flows · Pipe-flow Development and Head Losses
Engineering Sciences (XE) 2010

The diverging limb of a venturimeter is kept longer than the converging limb to

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5
2011 · Engineering Sciences · Internal Flows · Pipe-flow Development and Head Losses
Engineering Sciences (XE) 2011
A sugar syrup (density = 1040 kg/m³ and viscosity = 1600 × 10⁻⁶ Pa.s) is required to be pumped in to a tank (1.5 m diameter and 3 m height) by a 3 cm inside diameter pipe. If the liquid is required to flow under laminar flow conditions, the minimum time to fill the tank with the syrup will be
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6
2012 · Engineering Sciences · Internal Flows · Pipe-flow Development and Head Losses
Engineering Sciences (XE) 2012
In the case of a fully developed flow through a pipe, the shear stress at the centerline is
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