My Cart
Your Cart 0

    Your cart is empty.

  • Total (Amount) ₹0.00
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.

24Papers
18Years
186Questions
1Topics

Water Resources Engineering question pattern

Every graph below is calculated only from this selection.

Questions by year

Year-wise coverage for Water Resources Engineering. Each bar uses a separate theme-derived color.

Difficulty distribution

How the classified questions are distributed by difficulty.

Medium 103 55.4%
Easy 77 41.4%
Hard 6 3.2%

Question type distribution

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

MCQ 105 56.5%
Numerical Answer Type (NAT) 67 36%
MSQ 8 4.3%
Fill in the blanks 6 3.2%

Subject weightage

Top subjects by unique question coverage.

Civil Engineering
186 Qs

Most asked topics

Top topics across the included previous year papers.

Water Resources Engineering
186 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Hydraulics
66 Qs
Hydrology
55 Qs
Fluid Mechanics
46 Qs
Irrigation
19 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) 2022 [Session 2]
8 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
1 Qs

Browse by subtopics

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

Included previous year papers

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

PaperYear / sessionQuestions in this viewOpen
Civil Engineering (CE) 202620269View paper
Civil Engineering (CE) 202620267View paper
Civil Engineering (CE) 2025 [Session 1]20259View paper
Civil Engineering (CE) 2025 [Session 2]20259View paper
Civil Engineering (CE) 2024 [Session 1]20247View paper
Civil Engineering (CE) 2024 [Session 2]20247View paper
Civil Engineering (CE) 2022 [Session 2]20228View paper
Civil Engineering (CE) 2020 [Session 2]20209View paper
Civil Engineering (CE) 2019 [Session 2]20197View paper
Civil Engineering (CE) 2018 [Session 2]20187View paper
Civil Engineering (CE) 2017 [Session 2]20178View paper
Civil Engineering (CE) 2016 [Session 1]20166View paper
Civil Engineering (CE) 2016 [Session 2]20167View paper
Civil Engineering (CE) 2015 [Session 1]20156View paper
Civil Engineering (CE) 2015 [Session 2]20155View paper
Civil Engineering (CE) 2014 [Session 1]201410View paper
Civil Engineering (CE) 2014 [Session 2]20148View paper
Civil Engineering (CE) 201320139View paper
Civil Engineering (CE) 2012201210View paper
Civil Engineering (CE) 201120119View paper
Civil Engineering (CE) 201020107View paper
Civil Engineering (CE) 200920098View paper
Civil Engineering (CE) 2008200813View paper
Civil Engineering (CE) 200720071View paper

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 · Hydrology
Civil Engineering (CE) 2007
Ordinate of a 3-hour unit hydrograph for the catchment at t = 3 hours is
Open complete paper
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

Open complete paper
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
Open complete paper
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.
Open complete paper
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 __________.
Open complete paper
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
Open complete paper