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ICAR AICE-JRF/SRF Engineering Properties of Agricultural Produce: practice questions

ICAR AICE-JRF/SRF (PhD) — Agricultural Engineering subjects 38–43 · India · National Testing Agency for ICAR

Original practice questions written to the published syllabus · not past papers
10worked here, free
57written to this exam in this subject
10syllabus units

What this subject covers

The physical, frictional, aerodynamic, thermal, rheological and electrical properties of grains, fruits and foods that every machine and process is designed around.

In the exams: GATE AG Section 6 (first syllabus line; rheology in 4 of 8 papers 2019–26); ICAR AICE subject 41 Unit 1; NCEES PE properties of biological materials

What ICAR AICE-JRF/SRF asks from it

ICAR AICE-JRF/SRF (PhD) — Processing and Food Engineering (41)

Unit 1 at PG depth: Hertz contact and the bioyield point, Burgers and generalised Maxwell models, Peleg relaxation, dynamic moduli and tan δ, Rabinowitsch-Mooney correction, Metzner-Reed Reynolds number, Choi-Okos and Sweat models, line heat source theory, GAB and BET fitting, isosteric heat, dielectric loss and penetration depth.

Where the 57 questions fall

How our questions for ICAR AICE-JRF/SRF spread across the units of Engineering Properties of Agricultural Produce. Difficulty: 5 easy, 24 medium, 28 hard.

Viscoelastic models12
Rheology: Newtonian and non-Newtonian flow8
Water activity8
Electrical and optical properties7
Thermal properties: specific heat, conductivity and diffusivity6
Aerodynamic properties: terminal velocity5
Size and shape: sphericity and roundness3
Porosity3
Frictional properties: angle of repose and coefficient of friction3
Volume and density: bulk and true2

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 · Frictional properties: angle of repose and coefficient of friction · hard

Using Janssen's equation, the lateral pressure on the wall of a deep bin approaches L_max = ρ_b g R / μ', where R is the hydraulic radius (area/perimeter). For a 6.0 m diameter bin storing grain of bulk density 780 kg/m³ with a wall friction coefficient μ' = 0.40, L_max is

  1. 57.4 kPa
  2. 4.6 kPa
  3. 114.8 kPa
  4. 28.7 kPa
Answer and working

D. 28.7 kPa

For a circle R = A/P = (πD²/4)/(πD) = D/4 = 1.5 m, so L_max = 780 × 9.81 × 1.5 / 0.40 = 28694 Pa = 28.7 kPa. 57.4 kPa takes R as the radius D/2; 4.6 kPa multiplies by μ' instead of dividing; 114.8 kPa uses the diameter.

Further reading: Janssen's equation; ASABE S433.1

2 · Frictional properties: angle of repose and coefficient of friction · medium

Why do bin design standards apply an overpressure factor to the static Janssen lateral pressure?

  1. Because Janssen's equation overstates wall pressure, so the factor reduces it to a safe level
  2. Because grain bulk density falls during filling, which the static equation does not include
  3. Because flow of grain during emptying produces wall pressures above the static values
  4. Because the factor converts lateral pressure into vertical floor pressure for the foundation
Answer and working

C. Because flow of grain during emptying produces wall pressures above the static values

Flow during discharge changes the stress state and produces lateral pressures higher than the static fill values, so codes multiply by an overpressure factor whose value differs between standards. The factor increases, not reduces, design pressure; bulk density rises with compaction rather than falling; and the vertical-to-lateral conversion uses k, not an overpressure factor.

Further reading: ASABE S433.1

3 · Aerodynamic properties: terminal velocity · hard

A kernel is treated as a sphere of diameter 5 mm and density 1300 kg/m³ falling in air of density 1.2 kg/m³ with a constant drag coefficient of 0.44 (Newton regime). Its terminal velocity, V_t = [4 g d (ρ_p − ρ_f)/(3 C_d ρ_f)]^(1/2), is

  1. 9.0 m/s
  2. 983 m/s
  3. 0.39 m/s
  4. 12.7 m/s
Answer and working

D. 12.7 m/s

V_t² = 4 × 9.81 × 0.005 × 1298.8 / (3 × 0.44 × 1.2) = 160.9; V_t = 12.7 m/s. 9.0 m/s comes from using 2 instead of 4 in the numerator; 983 m/s applies Stokes' law (air viscosity 1.8 × 10⁻⁵ Pa·s) far outside its Reynolds-number range; 0.39 m/s puts particle density in the denominator instead of air density.

Further reading: Mohsenin, Physical Properties of Plant and Animal Materials

4 · Aerodynamic properties: terminal velocity · medium

For spheres of the same density in air, doubling the diameter changes the terminal velocity by a factor of

  1. 4 in the Newton regime and √2 in the Stokes regime
  2. 2 in both regimes, since terminal velocity scales with diameter
  3. √2 in the Newton regime and 4 in the Stokes regime
  4. 1 in both regimes, since density alone sets terminal velocity
Answer and working

C. √2 in the Newton regime and 4 in the Stokes regime

In the Newton regime V_t ∝ (d)^(1/2), so doubling d gives √2 = 1.41; in the Stokes regime V_t ∝ d², giving 4. Swapping the two is the common slip. Terminal velocity does depend on size, so neither 2 nor 1 is right.

Further reading: Mohsenin, Physical Properties of Plant and Animal Materials

5 · Viscoelastic models · easy

A Kelvin-Voigt element (spring and dashpot in parallel) loaded with a constant stress shows

  1. instantaneous strain followed by unlimited steady flow at constant rate, as in a viscous liquid
  2. delayed creep towards σ0/E, with no instantaneous strain and no stress relaxation
  3. exponential stress relaxation to zero under a constant applied strain
  4. instantaneous elastic strain only, with no time-dependent deformation
Answer and working

B. delayed creep towards σ0/E, with no instantaneous strain and no stress relaxation

In parallel, the dashpot prevents instantaneous deformation and the spring limits the final strain to σ0/E, so strain rises as 1 − e^(−t/λ). Instantaneous strain plus unlimited flow is Maxwell behaviour; stress relaxation to zero is also Maxwell; purely instantaneous strain is a Hookean spring.

Further reading: Mohsenin, Physical Properties of Plant and Animal Materials

6 · Viscoelastic models · hard

A Burgers model has E1 = 400 kPa, η1 = 8000 kPa·s (Maxwell part) and E2 = 200 kPa, η2 = 2000 kPa·s (Kelvin part). Under a constant stress of 20 kPa, with ε(t) = σ0/E1 + σ0 t/η1 + (σ0/E2)[1 − exp(−E2 t/η2)], the strain at t = 10 s is

  1. 0.1382
  2. 0.1132
  3. 0.1750
  4. 0.1500
Answer and working

A. 0.1382

Instantaneous 20/400 = 0.0500; flow 20 × 10/8000 = 0.0250; delayed 20/200 × (1 − e^(−1)) = 0.1 × 0.6321 = 0.0632. Total = 0.1382. 0.1132 omits the viscous flow term; 0.1750 takes the delayed elastic strain as complete; 0.1500 keeps only the two springs.

Further reading: Mohsenin, Physical Properties of Plant and Animal Materials

7 · Viscoelastic models · medium

A dough has a relaxation time of 100 s. During 1-second mixing strokes it behaves elastically, but over a 1-hour proof it flows. This is explained by

  1. the Reynolds number, which exceeds 2100 during mixing and falls below it during proofing
  2. the Deborah number λ/t_obs, far above 1 during mixing and far below 1 during proofing
  3. the Biot number, which is high during mixing because of fast heat transfer at the surface
  4. the flow behaviour index n, which changes from below 1 to above 1 as the dough rests
Answer and working

B. the Deborah number λ/t_obs, far above 1 during mixing and far below 1 during proofing

De = 100/1 = 100 during mixing (solid-like) and 100/3600 ≈ 0.03 over the proof (liquid-like). The Reynolds number concerns inertia against viscosity in flow, the Biot number concerns heat-transfer resistances, and a change in n is not what makes dough flow on resting.

Further reading: Steffe, Rheological Methods in Food Process Engineering

8 · Viscoelastic models · easy

On the force-deformation curve of an apple compressed between plates, the bioyield point is where

  1. the skin splits visibly and the force drops sharply towards zero as the whole fruit fails in compression
  2. the curve first leaves the origin and the plates make full contact with the fruit
  3. the slope of the curve is steepest, which gives the apparent modulus of elasticity
  4. deformation increases with no increase or a decrease in force, marking the start of cell rupture
Answer and working

D. deformation increases with no increase or a decrease in force, marking the start of cell rupture

Bioyield is the point of internal failure of cells, reached before the macroscopic rupture point, and it is the practical handling limit. Visible splitting is the rupture point; first contact is the start of the test; the steepest initial slope is used for modulus, not bioyield.

Further reading: Mohsenin, Physical Properties of Plant and Animal Materials

9 · Electrical and optical properties · hard

A ripening tomato reads a* = 24 and b* = 18 in CIE L*a*b*. Its hue angle h = arctan(b*/a*) and chroma C* = √(a*² + b*²) are

  1. h = 53.1°, C* = 30.0
  2. h = 36.9°, C* = 30.0
  3. h = 36.9°, C* = 42.0
  4. h = 0.644°, C* = 43.2
Answer and working

B. h = 36.9°, C* = 30.0

h = arctan(18/24) = 36.9° (first quadrant since a* and b* are positive) and C* = √(576 + 324) = 30.0. 53.1° inverts the ratio; C* = 42.0 adds the coordinates instead of combining them vectorially; 0.644 is the angle in radians labelled as degrees.

Further reading: Sahin and Sumnu, Physical Properties of Foods

10 · Water activity · medium

A shelf-stable snack bar has a water activity of 0.83. Using the general minimum water activities for growth given in food microbiology texts, which group is the main spoilage risk?

  1. Moulds, many growing down to about 0.80
  2. Most spoilage bacteria, which grow down to about 0.70
  3. No microbes, since none grow below a_w of 0.90
  4. Yeasts only, since moulds need a_w above 0.95
Answer and working

A. Moulds, many growing down to about 0.80

Most spoilage bacteria need about 0.90–0.91, yeasts about 0.88, and most moulds about 0.80, so at 0.83 moulds are the chief threat. Bacteria do not grow at 0.70; xerophilic moulds and osmophilic yeasts can grow down to about 0.6, so 'no microbes below 0.90' is wrong; moulds tolerate lower a_w than yeasts, not higher. Limits shift with pH, temperature and preservatives.

Further reading: Fennema's Food Chemistry; Beuchat, minimum water activity for microbial growth

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Engineering Properties of Agricultural ProduceThe full study manual, free ICAR AICE-JRF/SRFFormat, sections and how it has changed

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