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ICAR AIEEA-PG Soil Science for Engineers: practice questions

ICAR AIEEA-PG — Agricultural Engineering & Technology (Major Subject Group 10) · India · National Testing Agency for ICAR

Original practice questions written to the published syllabus · not past papers
10worked here, free
92written to this exam in this subject
9syllabus units

What this subject covers

The soil an engineer tills, irrigates, drains and builds on: its physical, water and chemical properties.

In the exams: ICAR AIEEA-PG Unit VII; ICAR AICE-JRF/SRF subjects 40 and 43; NCEES PE soil and water

What ICAR AIEEA-PG asks from it

ICAR AIEEA-PG — Agricultural Engineering & Technology (Unit VII)

Single-answer MCQs on soil water constants, infiltration measurement, hydraulic conductivity methods, salinity and sodicity class limits, amendments and short calculations of SAR, ESP, porosity and available water.

Where the 92 questions fall

How our questions for ICAR AIEEA-PG spread across the units of Soil Science for Engineers. Difficulty: 36 easy, 46 medium, 10 hard.

Problem soils: saline, sodic and acid15
Soil chemistry: pH and electrical conductivity14
Bulk density, particle density and porosity11
Soil formation and profile10
Sodicity: SAR and ESP10
Soil water: field capacity, wilting point and available water9
Soil texture and structure8
Infiltration8
Hydraulic conductivity and Darcy's law7

10 practice questions, worked

Choose an answer, then open the working. Each explanation says why the right answer is right and why the others are not.

1 · Soil formation and profile · medium

Which master horizon designation is used for hard, consolidated bedrock beneath the soil?

  1. R
  2. O
  3. B
  4. C
Answer and working

A. R

R is hard bedrock. C is unconsolidated, little-altered parent material that can be dug with a spade, O is an organic layer at the surface, and B is the subsoil horizon of illuviation or alteration.

Further reading: Soil Survey Manual, USDA Handbook 18

2 · Soil water: field capacity, wilting point and available water · medium

A soil layer 60 cm thick has a volumetric water content of 0.25. What is the equivalent depth of water stored in it?

  1. 25 cm
  2. 15 cm
  3. 240 cm
  4. 2.4 cm
Answer and working

B. 15 cm

Equivalent depth = θ × depth = 0.25 × 60 cm = 15 cm. 25 cm treats the 0.25 as a depth; 2.4 cm divides 60 by 25; 240 cm divides the depth by θ instead of multiplying.

Further reading: Hillel, Introduction to Environmental Soil Physics

3 · Hydraulic conductivity and Darcy's law · medium

In a constant-head permeameter test, a soil column 15 cm long and 10 cm in diameter under a head difference of 20 cm passes 120 cm³ of water in 30 minutes. What is the saturated hydraulic conductivity?

  1. 0.038 cm/h
  2. 4.07 cm/h
  3. 2.29 cm/h
  4. 0.57 cm/h
Answer and working

C. 2.29 cm/h

A = π × 10²/4 = 78.5 cm²; K = V L/(A h t) = 120 × 15/(78.5 × 20 × 1,800) = 6.37 × 10⁻⁴ cm/s = 2.29 cm/h. Using the diameter as the radius gives 0.57; swapping L and h gives 4.07; converting s to h with 60 instead of 3,600 gives 0.038.

Further reading: Darcy's law

4 · Infiltration · easy

What is the purpose of the outer ring in a double-ring infiltrometer?

  1. It measures evaporation from the soil surface during the test for a correction
  2. It buffers lateral spread so the inner ring measures nearly vertical infiltration
  3. It anchors the inner ring so that it is not pushed out by soil swelling
  4. It holds the reserve water used to keep the inner ring at a constant level
Answer and working

B. It buffers lateral spread so the inner ring measures nearly vertical infiltration

Water from the outer ring wets the soil around the inner ring, so water from the inner ring is not drawn sideways and its fall represents one-dimensional vertical infiltration. Readings are taken from the inner ring only. The outer ring is not an evaporation pan, a reservoir or an anchor.

Further reading: ASTM D3385

5 · Soil chemistry: pH and electrical conductivity · easy

Using the common approximation TDS (mg/L) ≈ 640 × EC (dS/m), what is the total dissolved solids of an irrigation water with EC 2.5 dS/m?

  1. 25 mg/L
  2. 16000 mg/L
  3. 1600 mg/L
  4. 256 mg/L
Answer and working

C. 1600 mg/L

TDS ≈ 640 × 2.5 = 1600 mg/L. Dividing gives 256; 25 is the approximate total cations in meq/L (10 × EC), not mg/L; 16000 is a decimal slip. The factor varies with salt type (about 550–700).

Further reading: FAO Irrigation and Drainage Paper 29 Rev. 1

6 · Soil chemistry: pH and electrical conductivity · medium

A crop has a salinity threshold ECe of 2.0 dS/m and a yield decline of 7% per dS/m above it (Maas-Hoffman model). What is the expected relative yield at ECe 5.0 dS/m?

  1. 51%
  2. 65%
  3. 21%
  4. 79%
Answer and working

D. 79%

Relative yield = 100 − b(ECe − a) = 100 − 7 × (5.0 − 2.0) = 79%. Ignoring the threshold gives 65%; 21% is the yield loss, not the yield; adding the threshold gives 51%.

Further reading: Maas and Hoffman (1977); FAO Paper 29

7 · Problem soils: saline, sodic and acid · medium

A sodic soil with GR 7.75 t/ha of pure gypsum is to be reclaimed with agricultural gypsum of 80% purity. How much product is needed?

  1. 9.30 t/ha
  2. 9.69 t/ha
  3. 7.75 t/ha
  4. 6.20 t/ha
Answer and working

B. 9.69 t/ha

Product = 7.75/0.80 = 9.69 t/ha. Multiplying by purity gives 6.20, the common slip; 7.75 ignores purity; multiplying by 1.2 treats 80% purity as a 20% surcharge.

Further reading: USDA Agriculture Handbook 60 (1954)

8 · Problem soils: saline, sodic and acid · hard

How many tonnes of gypsum dihydrate (equivalent weight 86.09 g/eq) are equivalent in reclamation value to 1 t of elemental sulphur (equivalent weight 16 g/eq)?

  1. 2.69 t
  2. 0.19 t
  3. 10.76 t
  4. 5.38 t
Answer and working

D. 5.38 t

Sulphur oxidises to H₂SO₄, which supplies 2 equivalents per mole of S (32 g), so its equivalent weight is 16 g/eq. One tonne of S therefore carries 10⁶/16 equivalents, and the same equivalents of gypsum weigh 10⁶/16 × 86.09 g: 1 t S ≈ 86.09/16 = 5.38 t gypsum. 0.19 t is the inverse (tonnes of S per tonne of gypsum); 2.69 t uses the molar mass of S with the equivalent weight of gypsum; 10.76 t uses the molar mass of gypsum with the equivalent weight of S.

Further reading: USDA Agriculture Handbook 60 (1954)

9 · Problem soils: saline, sodic and acid · hard

An acid soil has 2 cmol(+)/kg of exchangeable acidity to be neutralised in the top 15 cm, bulk density 1.3 g/cm³. How much pure CaCO₃ (equivalent weight 50 g/eq) is required per hectare?

  1. 2.25 t/ha
  2. 3.90 t/ha
  3. 0.195 t/ha
  4. 1.95 t/ha
Answer and working

D. 1.95 t/ha

2 cmol(+)/kg = 0.02 eq/kg; CaCO₃ = 0.02 × 50 = 1.0 g/kg. Soil mass = 10,000 × 0.15 × 1,300 = 1.95 × 10⁶ kg/ha, so lime = 1.95 t/ha. Using the molar mass 100 doubles it; using bulk density 1.5 gives 2.25; treating 2 cmol as 0.002 eq gives the tenfold-low answer.

Further reading: Brady and Weil, The Nature and Properties of Soils

10 · Problem soils: saline, sodic and acid · medium

A laboratory reports a sodic soil as calcareous (free CaCO₃ present). Which amendment option becomes available that would not work in a non-calcareous sodic soil?

  1. Elemental sulphur or sulphuric acid, which dissolve native CaCO₃ to release calcium
  2. Farmyard manure, which improves structure as it decomposes in the surface soil
  3. Calcium chloride, which supplies soluble calcium directly to the exchange complex
  4. Gypsum, which supplies soluble calcium directly to the exchange complex of the soil
Answer and working

A. Elemental sulphur or sulphuric acid, which dissolve native CaCO₃ to release calcium

Acid formers work only where CaCO₃ is present to be dissolved. Calcium chloride, gypsum and organic manures work in both calcareous and non-calcareous sodic soils, so none of them is the option that calcareousness newly makes possible.

Further reading: USDA Agriculture Handbook 60 (1954)

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Read the subject

Soil Science for EngineersThe full study manual, free ICAR AIEEA-PGFormat, sections and how it has changed

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Soil Science for Engineers for other exams

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