22-Agric-B8 Food Process Engineering (Part 1) · May 2017
Question 4 of 10: Air-blast freezing time of a partially frozen ice-cream brick
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
04-Agric-B8, Food Process Engineering (Part 1) — National Exams, May 2017. 3 hours duration, closed book (one aid sheet permitted). Ten questions are printed, grouped into four sections (I–IV); a complete exam paper requires six. All ten are solved below as a complete study set.
Reference texts: Toledo, R.T., Fundamentals of Food Process Engineering (this exam's own cited source for its Stumbo g-table and steam-table appendix); Geankoplis, C.J., Transport Processes and Separation Process Principles (evaporator design and steam economy); Incropera, F.P. & DeWitt, D.P., Fundamentals of Heat and Mass Transfer (unsteady-state Heisler-chart conduction, composite cylindrical walls); Singh, R.P. & Heldman, D.R., Introduction to Food Engineering, and Cleland, A.C., Food Refrigeration Processes (freezing-time prediction, modified Plank equation).
Question 4: Air-blast freezing time of a partially frozen ice-cream brick (15 marks)
Given. A rectangular ice-cream brick, already at its freezing point (-5°C, "partially frozen"), is blast-frozen in -25°C air to a target centre temperature of -18°C.
Given data
Quantity
Symbol
Value
Package dimensions
—
8 × 10 × 20 cm
Surface coefficient
h
50 W/(m²·K)
Product temperature in package
Tᵢ
−5°C
Air (freezing medium) temperature
Tₔ
−25°C
Density
ρ
700 kg/m³
Frozen thermal conductivity
k
1.2 W/(m·K)
Frozen specific heat
Cᶭᵩ
1.9 kJ/(kg·K)
Latent heat to remove
ΔHᶱᵏᵏ
100 kJ/kg
Final target temperature
Tƒᵣℼₕ
−18°C
Find. The blast-freezing time.
Rectangular ice-cream brick; heat is removed through all six faces, but the shortest dimension (8 cm) sets the fastest conduction path and dominates the freezing time.
Approach. Modified Plank's equation: total modified enthalpy change per kg (stated latent heat plus the frozen-phase sensible heat from −5°C down to −18°C) divided by the temperature driving force, times the classical Plank slab geometric factors (P=½, R=⅛) applied to the shortest (governing) dimension. The exam explicitly allows Levy's chart, Cleland's, or Pham's method with "any equation, assume any unknown" — the slab form is used here rather than reading the P–R chart for a brick, since it needs no additional graphical interpolation and is explicitly sanctioned by the question.
Check: Two engineering assumptions are made explicit here. (1) Since the source states the product is already "partially frozen" and specifies its starting temperature (−5°C) rather than a separate initial freezing point, this problem is solved as a freezing stage only (no above-freezing sensible-heat term is added — Cᶭᶨ is not needed for this sub-method). (2) The brick's heat loss is approximated through its shortest (8 cm) dimension only, using Plank's classical infinite-slab shape constants P=1/2, R=1/8, rather than the exam's page-9 P–R chart for a finite brick (β₁=10/8=1.25, β₂=20/8=2.5) — the slab approximation is a standard, explicitly-permitted fallback for a brick whose two larger faces (10×20 cm) are still much bigger than its 8 cm thickness.