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Previous year question hub

Water Resources Engineering - Civil Engineering Previous Year Questions

Practice Water Resources Engineering - Civil Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

26Papers
20Years
216Questions
1Topics

Water Resources Engineering 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.

Medium 119 55.1%
Easy 91 42.1%
Hard 6 2.8%

Question type distribution

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

MCQ 126 58.3%
Numerical Answer Type (NAT) 75 34.7%
MSQ 9 4.2%
Fill in the blanks 6 2.8%

Subject weightage

Top subjects by unique question coverage.

Civil Engineering
216 Qs

Most asked topics

Top topics across the included previous year papers.

Water Resources Engineering
216 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Hydraulics
75 Qs
Hydrology
62 Qs
Fluid Mechanics
55 Qs
Irrigation
24 Qs

Paper coverage

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

Civil Engineering (CE) 2026
9 Qs
Civil Engineering (CE) 2026
7 Qs
Civil Engineering (CE) 2025 [Session 1]
9 Qs
Civil Engineering (CE) 2025 [Session 2]
9 Qs
Civil Engineering (CE) 2024 [Session 1]
7 Qs
Civil Engineering (CE) 2024 [Session 2]
7 Qs
Civil Engineering (CE) 2023 [Session 2]
8 Qs
Civil Engineering (CE) 2022 [Session 2]
8 Qs
Civil Engineering (CE) 2021 [Session 2]
7 Qs
Civil Engineering (CE) 2020 [Session 2]
9 Qs
Civil Engineering (CE) 2019 [Session 2]
7 Qs
Civil Engineering (CE) 2018 [Session 2]
7 Qs
Civil Engineering (CE) 2017 [Session 2]
8 Qs
Civil Engineering (CE) 2016 [Session 2]
7 Qs
Civil Engineering (CE) 2016 [Session 1]
6 Qs
Civil Engineering (CE) 2015 [Session 1]
6 Qs
Civil Engineering (CE) 2015 [Session 2]
5 Qs
Civil Engineering (CE) 2014 [Session 1]
10 Qs
Civil Engineering (CE) 2014 [Session 2]
8 Qs
Civil Engineering (CE) 2013
9 Qs
Civil Engineering (CE) 2012
10 Qs
Civil Engineering (CE) 2011
9 Qs
Civil Engineering (CE) 2010
7 Qs
Civil Engineering (CE) 2009
8 Qs
Civil Engineering (CE) 2008
13 Qs
Civil Engineering (CE) 2007
16 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
Civil Engineering (CE) 20262026
9 questions in this view
2026
Civil Engineering (CE) 20262026
7 questions in this view
2026
Civil Engineering (CE) 2025 [Session 1]2025
9 questions in this view
2025
Civil Engineering (CE) 2025 [Session 2]2025
9 questions in this view
2025
Civil Engineering (CE) 2024 [Session 1]2024
7 questions in this view
2024
Civil Engineering (CE) 2024 [Session 2]2024
7 questions in this view
2024
Civil Engineering (CE) 2023 [Session 2]2023
8 questions in this view
2023
Civil Engineering (CE) 2022 [Session 2]2022
8 questions in this view
2022
Civil Engineering (CE) 2021 [Session 2]2021
7 questions in this view
2021
Civil Engineering (CE) 2020 [Session 2]2020
9 questions in this view
2020
Civil Engineering (CE) 2019 [Session 2]2019
7 questions in this view
2019
Civil Engineering (CE) 2018 [Session 2]2018
7 questions in this view
2018
Civil Engineering (CE) 2017 [Session 2]2017
8 questions in this view
2017
Civil Engineering (CE) 2016 [Session 1]2016
6 questions in this view
2016
Civil Engineering (CE) 2016 [Session 2]2016
7 questions in this view
2016
Civil Engineering (CE) 2015 [Session 1]2015
6 questions in this view
2015
Civil Engineering (CE) 2015 [Session 2]2015
5 questions in this view
2015
Civil Engineering (CE) 2014 [Session 1]2014
10 questions in this view
2014
Civil Engineering (CE) 2014 [Session 2]2014
8 questions in this view
2014
Civil Engineering (CE) 20132013
9 questions in this view
2013
Civil Engineering (CE) 20122012
10 questions in this view
2012
Civil Engineering (CE) 20112011
9 questions in this view
2011
Civil Engineering (CE) 20102010
7 questions in this view
2010
Civil Engineering (CE) 20092009
8 questions in this view
2009
Civil Engineering (CE) 20082008
13 questions in this view
2008
Civil Engineering (CE) 20072007
16 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 · Civil Engineering · Water Resources Engineering · Hydraulics
Civil Engineering (CE) 2007
There is a free overfall at the end of a long open channel. For a given flow rate, the critical depth is less than the normal depth. What gradually varied flow profile will occur in the channel for this flow rate?
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2
2014 · Civil Engineering · Water Resources Engineering · Hydrology
Civil Engineering (CE) 2014 [Session 1]
The monthly rainfall chart based on 50 years of rainfall in Agra is shown in the following figure. Which of the following are true? (k percentile is the value such that k percent of the data fall below that value)

(i) On average, it rains more in July than in December
(ii) Every year, the amount of rainfall in August is more than that in January
(iii) July rainfall can be estimated with better confidence than February rainfall
(iv) In August, there is at least 500 mm of rainfall

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3
2014 · Civil Engineering · Water Resources Engineering · Fluid Mechanics
Civil Engineering (CE) 2014 [Session 2]
A plane flow has velocity components u = \(\frac{x}{T_1}\), v = \(-\frac{y}{T_2}\) and w = 0 along x, y and z directions respectively, where T_1 (\(\neq 0\)) and T_2 (\(\neq 0\)) are constants having the dimension of time. The given flow is incompressible if
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4
2015 · Civil Engineering · Water Resources Engineering · Hydraulics
Civil Engineering (CE) 2015 [Session 1]
Two reservoirs are connected through a 930 m long, 0.3 m diameter pipe, which has a gate valve. The pipe entrance is sharp (loss coefficient = 0.5) and the valve is half-open (loss coefficient = 5.5). The head difference between the two reservoirs is 20 m. Assume the friction factor for the pipe as 0.03 and \(g = 10\) m/s². The discharge in the pipe accounting for all minor and major losses is _______________ m³/s.
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5
2015 · Civil Engineering · Water Resources Engineering · Irrigation
Civil Engineering (CE) 2015 [Session 2]
A field channel has cultivable commanded area of 2000 hectares. The intensities of irrigation for gram and wheat are 30% and 50% respectively. Gram has a kor period of 18 days, kor depth of 12 cm, while wheat has a kor period of 18 days and a kor depth of 15 cm. The discharge (in m³/s) required in the field channel to supply water to the commanded area during the kor period is __________.
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6
2016 · Civil Engineering · Water Resources Engineering · Hydrology
Civil Engineering (CE) 2016 [Session 1]
The type of flood routing (Group I) and the equation(s) used for the purpose (Group II) are given below.
Group IGroup II
P: Hydrologic flood routing1: Continuity equation
Q: Hydraulic flood routing2: Momentum equation
3: Energy equation

The correct match is
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