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Previous year question hub

Groundwater Hydrology - Irrigation and Drainage Engineering - Agricultural Engineering Previous Year Questions

Practice Groundwater Hydrology - Irrigation and Drainage Engineering - Agricultural Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

3Papers
3Years
6Questions
1Topics

Groundwater Hydrology question pattern

Every graph below is calculated only from this selection.

Questions by year

Year-wise coverage for Groundwater Hydrology. Each bar uses a separate theme-derived color.

Difficulty distribution

How the classified questions are distributed by difficulty.

Easy 3 50%
Medium 3 50%

Question type distribution

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

MCQ 3 50%
Fill in the blanks 2 33.3%
Numerical Answer Type (NAT) 1 16.7%

Subject weightage

Top subjects by unique question coverage.

Agricultural Engineering
6 Qs

Most asked topics

Top topics across the included previous year papers.

Irrigation and Drainage Engineering
6 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Groundwater Hydrology
6 Qs

Paper coverage

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

Agricultural Engineering (AG) 2026
1 Qs
Agricultural Engineering (AG) 2013
2 Qs
Agricultural Engineering (AG) 2007
3 Qs

Included previous year papers

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

PaperYear / sessionQuestions in this viewOpen
Agricultural Engineering (AG) 202620261View paper
Agricultural Engineering (AG) 201320132View paper
Agricultural Engineering (AG) 200720073View paper

All Groundwater Hydrology previous year questions

Practice every matching question in batches of 20, with every available option.

1
2007 · Agricultural Engineering · Irrigation and Drainage Engineering · Groundwater Hydrology
Agricultural Engineering (AG) 2007
An unconfined aquifer is pumped at a constant rate of 10 l s\(^{-1}\). Steady state drawdowns measured at radial distances of 30 m and 60 m are 0.80 m and 0.70 m, respectively. Original thickness of aquifer is 30 m. Transmissibility of the aquifer is
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2
2007 · Agricultural Engineering · Irrigation and Drainage Engineering · Groundwater Hydrology
Agricultural Engineering (AG) 2007
A recharge well of 300 mm diameter is constructed in a confined aquifer of 1000 m\(^2\) d\(^{-1}\) transmissibility. From the top of impermeable bed, the water level in the well is 50 m and the height of constant water level is 40 m. The constant water level occurs at a distance of 150 m from the center of the well. The possible maximum recharge rate is
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3
2007 · Agricultural Engineering · Irrigation and Drainage Engineering · Groundwater Hydrology
Agricultural Engineering (AG) 2007

The normal annual rainfall at stations I, II, III and IV in a basin are 155, 150, 120 and 105 cm respectively. In the year 2000, stations I, II and III received annual rainfalls of 156, 140 and 104 cm respectively. Estimated value of rainfall at station IV during the year 2000 is

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4
2013 · Agricultural Engineering · Irrigation and Drainage Engineering · Groundwater Hydrology
Agricultural Engineering (AG) 2013
An unconfined aquifer extends over an area of \(1 \text{ km}^2\) and has hydraulic conductivity, total porosity and specific retention of \(20 \text{ m per day}\), 30% and 10%, respectively. After pumping some groundwater from this aquifer, the water table dropped to a depth of \(20 \text{ m}\) from the ground level. If the water table was initially at \(14.5 \text{ m}\) below the ground level, the change in groundwater storage in million cubic meters would be ________
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5
2013 · Agricultural Engineering · Irrigation and Drainage Engineering · Groundwater Hydrology
Agricultural Engineering (AG) 2013
Two parallel canals 50 m apart fully penetrate a homogeneous unconfined aquifer resting on a horizontal impermeable layer. The aquifer has a hydraulic conductivity of \(3 \text{ m day}^{-1}\) and an effective porosity of 0.25. One-dimensional steady groundwater flow occurs from the upper canal to the lower canal with the height of water levels in the canals 10 m and 8.5 m from the aquifer bottom, respectively. If a sediment layer of \(4 \text{ cm}\) thick with hydraulic conductivity of \(1.2 \times 10^{-2} \text{ m day}^{-1}\) is ultimately deposited on the inflow face, the groundwater discharge per 1000 m width between the two canals in \(\text{m}^3 \text{ day}^{-1}\) will be ________
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6
2026 · Agricultural Engineering · Irrigation and Drainage Engineering · Groundwater Hydrology
Agricultural Engineering (AG) 2026
A well fully penetrates a 30 m thick confined aquifer. After a long period of pumping at a constant rate of 0.06 m³·s⁻¹, drawdowns of 3.6 m and 2.0 m are found at distances 60 m and 120 m away from the well, respectively. The hydraulic conductivity of the aquifer is n × 10⁻⁴ m·s⁻¹. The value of n is _____. (Rounded off to two decimal places)
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