My Cart
Your Cart 0

    Your cart is empty.

  • Total (Amount) ₹0.00
Previous year question hub

Soil and Water Conservation Engineering - Agricultural Engineering Previous Year Questions

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

1Papers
1Years
9Questions
1Topics

Soil and Water Conservation Engineering question pattern

Every graph below is calculated only from this selection.

Questions by year

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

Difficulty distribution

How the classified questions are distributed by difficulty.

Medium 5 55.6%
Easy 3 33.3%
Hard 1 11.1%

Question type distribution

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

MCQ 5 55.6%
Numerical Answer Type (NAT) 4 44.4%

Subject weightage

Top subjects by unique question coverage.

Agricultural Engineering
9 Qs

Most asked topics

Top topics across the included previous year papers.

Soil and Water Conservation Engineering
9 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Hydrology
3 Qs
Fluid Mechanics
2 Qs
Soil and Water Erosion
2 Qs
Watershed Management
1 Qs
Soil Mechanics
1 Qs

Paper coverage

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

Agricultural Engineering (AG) 2026
9 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
Agricultural Engineering (AG) 202620269View paper

Sample previous year questions

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

1
2026 Ā· Agricultural Engineering Ā· Soil and Water Conservation Engineering Ā· Fluid Mechanics
Agricultural Engineering (AG) 2026
A trapezoidal channel carries 5 m³.s⁻¹ of water under uniform flow condition. The channel has a bottom width of 2 m, side slope of 2:1 (horizontal: vertical), and a bed slope of 1%. If the Manning roughness coefficient is 0.03, the conveyance of the channel, in m³.s⁻¹, is
Open complete paper
2
2026 Ā· Agricultural Engineering Ā· Soil and Water Conservation Engineering Ā· Soil and Water Erosion
Agricultural Engineering (AG) 2026

In wind erosion, the amount of soil transported varies

Open complete paper
3
2026 Ā· Agricultural Engineering Ā· Soil and Water Conservation Engineering Ā· Watershed Management
Agricultural Engineering (AG) 2026
A natural colloidal clay, having the characteristics of absorbing water and swelling 8 to 15 times its dry size, used as an efficient and effective sealing material for farm ponds, is
Open complete paper
4
2026 Ā· Agricultural Engineering Ā· Soil and Water Conservation Engineering Ā· Hydrology
Agricultural Engineering (AG) 2026
By depth-area-duration analysis, the maximum average depth of rainfall over a \(10^5\) km² catchment due to a 6-hour storm is 80 mm. For the same storm, the maximum average depth of rainfall for a \(10^4\) km² catchment, in mm, is
Open complete paper
5
2026 Ā· Agricultural Engineering Ā· Soil and Water Conservation Engineering Ā· Soil Mechanics
Agricultural Engineering (AG) 2026
A homogeneous earthen embankment has an upstream water level of 12 m. The top width of the embankment is 3 m, and its upstream and downstream slopes (horizontal: vertical) are 2:1 and 2.5:1, respectively. A freeboard of 2 m is provided. The coefficient of permeability of the fill material is 2.5 Ɨ 10-5 m.s-1. If a 20 m long horizontal filter is placed inward from the downstream toe, the seepage discharge per unit length of the embankment is \(n \times 10^{-5}\) m3.s-1.m-1. The value of \(n\) is ______. (Rounded off to two decimal places)
Open complete paper
6
2026 Ā· Agricultural Engineering Ā· Soil and Water Conservation Engineering Ā· Fluid Mechanics
Agricultural Engineering (AG) 2026
When the bed slope of the discharge carrier in a chute spillway changes from steeper to milder, we provide a
Open complete paper