My Cart
Your Cart 0

    Your cart is empty.

  • Total (Amount) ₹0.00
Previous year question hub

Fluid Mechanics - Soil and Water Conservation Engineering - Agricultural Engineering Previous Year Questions

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

5Papers
5Years
11Questions
1Topics

Fluid Mechanics question pattern

Every graph below is calculated only from this selection.

Questions by year

Year-wise coverage for Fluid Mechanics. Each bar uses a separate theme-derived color.

Difficulty distribution

How the classified questions are distributed by difficulty.

Easy 7 63.6%
Medium 4 36.4%

Question type distribution

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

MCQ 11 100%

Subject weightage

Top subjects by unique question coverage.

Agricultural Engineering
11 Qs

Most asked topics

Top topics across the included previous year papers.

Soil and Water Conservation Engineering
11 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Fluid Mechanics
11 Qs

Paper coverage

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

Agricultural Engineering (AG) 2026
2 Qs
Agricultural Engineering (AG) 2010
1 Qs
Agricultural Engineering (AG) 2009
1 Qs
Agricultural Engineering (AG) 2008
5 Qs
Agricultural Engineering (AG) 2007
2 Qs

Included previous year papers

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

PaperYear / sessionQuestions in this viewOpen
Agricultural Engineering (AG) 202620262View paper
Agricultural Engineering (AG) 201020101View paper
Agricultural Engineering (AG) 200920091View paper
Agricultural Engineering (AG) 200820085View paper
Agricultural Engineering (AG) 200720072View paper

All Fluid Mechanics previous year questions

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

1
2007 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2007

A fluid in which shear stress is more than the yield value and proportional to the rate of shear strain is called

Open complete paper
2
2007 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2007

The left limb of a U-tube manometer is connected to a pipe in which water flows and the right limb containing mercury is open to the atmosphere. The center of the pipe is 200 mm below the level of mercury in the right limb and difference of mercury levels in the two limbs is 300 mm. The pressure in the pipe line is

Open complete paper
3
2008 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2008
The velocity of flow of water through a drop inlet pipe spillway is 4 m s⁻¹ and the friction loss coefficient is 0.12. Maximum slope that can be provided to the pipe to maintain pipe flow condition is
Open complete paper
4
2008 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2008

In the Moody diagram, the third parameter is ε/D. Here, ε is

Open complete paper
5
2008 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2008
Atmospheric pressure at a place is equal to 10 m of water. A liquid has a specific weight of 12 kN m⁻³. The absolute pressure at a point 2 m below the free surface of liquid in kPa is
Open complete paper
6
2008 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2008

The weight of a hollow sphere is 100 N. If it floats in water just fully submerged, the external diameter of the sphere is

Open complete paper
7
2008 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2008
The velocity of a fluid in a pipe A of diameter D is v m s⁻¹. This pipe is connected with another pipe B of diameter 2D. Reynold's number in pipe A in relation to pipe B is
Open complete paper
8
2009 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2009
An earthen embankment with a pipe spillway is constructed to create temporary storage in a gully. The pipe of 10 m length has to carry a peak discharge of 1 m3 s-1 at an available head of 4 m. Entrance loss coefficient for the square entrance is 0.50 and the friction loss coefficient is 0.15. Required diameter of the pipe in m is
Open complete paper
9
2010 · Agricultural Engineering · Soil and Water Conservation Engineering · Fluid Mechanics
Agricultural Engineering (AG) 2010

While deriving the Chezy formula for uniform flow, it is assumed that there is a balance between

Open complete paper
10
2026 · Agricultural Engineering · Soil and Water Conservation Engineering · 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
11
2026 · Agricultural Engineering · Soil and Water Conservation Engineering · 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