Refrigerated Facility Design Loads
Accurate refrigeration load calculations form the foundation for proper refrigerated facility design. The total refrigeration load consists of multiple components that must be systematically evaluated to determine equipment capacity requirements.
Load Calculation Methodology Overview
Refrigeration load calculations follow a systematic approach that accounts for all heat gains to the refrigerated space. The total design load represents the sum of simultaneous peak loads from all sources.
Total Refrigeration Load:
Q_total = Q_trans + Q_inf + Q_prod + Q_int + Q_equip + Q_lights + Q_people + Q_misc
Where:
- Q_trans = Transmission heat gain through envelope (Btu/hr or W)
- Q_inf = Infiltration air load (Btu/hr or W)
- Q_prod = Product cooling load (Btu/hr or W)
- Q_int = Internal equipment heat gain (Btu/hr or W)
- Q_equip = Process equipment loads (Btu/hr or W)
- Q_lights = Lighting heat gain (Btu/hr or W)
- Q_people = Occupancy load (Btu/hr or W)
- Q_misc = Safety factor and miscellaneous loads (Btu/hr or W)
Component Loads Summary
Transmission Loads
Transmission loads result from heat transfer through walls, floors, ceilings, and structural elements. This load operates continuously and represents a significant portion of total refrigeration requirements.
Transmission Load Equation:
Q_trans = U × A × ΔT
Where:
- U = Overall heat transfer coefficient (Btu/hr·ft²·°F or W/m²·K)
- A = Surface area (ft² or m²)
- ΔT = Temperature difference across envelope (°F or K)
Typical U-Values for Refrigerated Facilities:
| Construction Type | Insulation | U-Value (Btu/hr·ft²·°F) | U-Value (W/m²·K) |
|---|---|---|---|
| Walls, 4" polyurethane | R-28 | 0.036 | 0.20 |
| Walls, 6" polyurethane | R-42 | 0.024 | 0.14 |
| Ceiling, 6" polyurethane | R-42 | 0.024 | 0.14 |
| Ceiling, 8" polyurethane | R-56 | 0.018 | 0.10 |
| Floor, unheated slab | R-20 | 0.050 | 0.28 |
| Floor, heated slab | R-15 | 0.067 | 0.38 |
For below-grade surfaces and slabs on grade, use modified calculation methods accounting for ground temperature and heat flow paths per ASHRAE Handbook—Refrigeration Chapter 24.
Infiltration Loads
Infiltration represents outdoor air entering the refrigerated space through door openings, structural leaks, and pressure differentials. This load includes both sensible and latent heat components.
Infiltration Load Components:
Q_inf = Q_sens + Q_lat
Sensible Load:
Q_sens = ṁ_air × c_p × (T_out - T_in)
Latent Load:
Q_lat = ṁ_air × h_fg × (W_out - W_in)
Where:
- ṁ_air = Mass flow rate of infiltrating air (lb/hr or kg/hr)
- c_p = Specific heat of air (0.24 Btu/lb·°F or 1.006 kJ/kg·K)
- h_fg = Latent heat of water vaporization (~1060 Btu/lb or 2465 kJ/kg)
- W = Humidity ratio (lb_water/lb_air or kg_water/kg_air)
Door Infiltration—Doorway Flow Factor Method:
Q_door = D_f × A_door × ρ_m × Δh × F_m
Where:
- D_f = Doorway flow factor (from ASHRAE tables)
- A_door = Door opening area (ft² or m²)
- ρ_m = Density of air mixture (lb/ft³ or kg/m³)
- Δh = Enthalpy difference (Btu/lb or kJ/kg)
- F_m = Door usage factor (0.4-1.0 depending on traffic)
Typical Door Infiltration Loads:
| Door Size | Traffic Level | Temp Differential | Infiltration Load |
|---|---|---|---|
| 4’ × 8’ (1.2m × 2.4m) | Light (10 openings/hr) | 70°F to 35°F (21°C to 2°C) | 2,500 Btu/hr (730 W) |
| 4’ × 8’ (1.2m × 2.4m) | Medium (25 openings/hr) | 70°F to 35°F (21°C to 2°C) | 5,000 Btu/hr (1,465 W) |
| 4’ × 8’ (1.2m × 2.4m) | Heavy (50 openings/hr) | 70°F to 35°F (21°C to 2°C) | 8,500 Btu/hr (2,490 W) |
| 10’ × 10’ dock door | Medium (15 openings/hr) | 70°F to 0°F (21°C to -18°C) | 35,000 Btu/hr (10,250 W) |
For freezer applications below 0°F (-18°C), vestibules or air curtains significantly reduce infiltration loads.
Product Cooling Loads
Product loads consist of heat removal required to cool incoming product from receiving temperature to storage temperature, plus heat of respiration for fresh produce.
Product Cooling Load:
Q_prod = ṁ_prod × c_p × ΔT / t_cool
Where:
- ṁ_prod = Product mass (lb or kg)
- c_p = Specific heat of product (Btu/lb·°F or kJ/kg·K)
- ΔT = Temperature reduction required (°F or K)
- t_cool = Cooling time period (hr)
For freezing applications, add latent heat:
Q_freeze = ṁ_prod × h_f / t_freeze
Where h_f = latent heat of fusion (typically 100-144 Btu/lb or 233-335 kJ/kg for water content)
Specific Heat Values for Common Products:
| Product | Temp Range | c_p Above Freezing (Btu/lb·°F) | c_p Below Freezing (Btu/lb·°F) |
|---|---|---|---|
| Beef | 28-40°F | 0.77 | 0.40 |
| Poultry | 28-40°F | 0.80 | 0.40 |
| Fish | 28-40°F | 0.82 | 0.41 |
| Apples | 30-40°F | 0.87 | 0.45 |
| Lettuce | 32-40°F | 0.96 | 0.48 |
| Ice cream | Below 0°F | — | 0.50 |
| Frozen foods | Below 0°F | — | 0.45 |
Respiration Heat for Fresh Produce:
Living fruits and vegetables generate metabolic heat that contributes to refrigeration load. Respiration rates vary significantly with temperature and must be included for produce storage.
| Product | Temperature | Respiration Heat (Btu/ton·day) | Respiration Heat (W/1000 kg) |
|---|---|---|---|
| Apples | 32°F (0°C) | 800-1,200 | 380-570 |
| Apples | 40°F (4°C) | 1,600-2,400 | 760-1,140 |
| Lettuce | 32°F (0°C) | 3,500-4,500 | 1,665-2,140 |
| Tomatoes (mature green) | 55°F (13°C) | 2,000-3,000 | 950-1,425 |
| Potatoes | 40°F (4°C) | 1,200-1,800 | 570-855 |
Reference: ASHRAE Handbook—Refrigeration Chapter 19 for comprehensive produce data.
Internal Equipment Loads
Equipment operating within the refrigerated space generates heat that must be removed by the refrigeration system.
Electric Motors (Inside Refrigerated Space):
Q_motor = P_motor × 3.413 / η_motor
Where:
- P_motor = Motor nameplate power (kW)
- η_motor = Motor efficiency (typically 0.85-0.95)
- 3.413 = Conversion factor (Btu/hr per Watt)
Fork Lifts and Material Handling Equipment:
| Equipment Type | Operating Load (Btu/hr) | Standby Load (Btu/hr) |
|---|---|---|
| Electric forklift, 4,000 lb capacity | 12,000-15,000 | 2,000-3,000 |
| Propane forklift, 4,000 lb capacity | Not recommended (combustion products) | — |
| Electric pallet jack | 3,000-5,000 | 500-1,000 |
| Conveyor systems, per hp | 3,400-4,250 | — |
Usage Factor:
Apply a usage factor (F_use) based on actual operating hours:
Q_equip,avg = Q_equip,rated × F_use
Typical usage factors range from 0.3-0.7 depending on facility operations.
Lighting Loads
Lighting heat gain depends on lamp type, wattage, and operating schedule.
Lighting Load:
Q_lights = P_lights × 3.413 × F_use × F_bal
Where:
- P_lights = Total lighting power (W)
- F_use = Usage factor (fraction of time lights operate)
- F_bal = Ballast factor (1.0 for LED, 1.15-1.20 for fluorescent)
Typical Lighting Power Densities:
| Space Type | Power Density (W/ft²) | Power Density (W/m²) |
|---|---|---|
| Cooler storage | 0.5-0.8 | 5-9 |
| Freezer storage | 0.4-0.6 | 4-6 |
| Processing areas | 1.0-1.5 | 11-16 |
| Loading docks | 0.8-1.2 | 9-13 |
LED lighting reduces both energy consumption and heat gain compared to traditional high-intensity discharge (HID) lamps.
Occupancy Loads
Personnel working in refrigerated spaces generate sensible and latent heat. Load magnitude depends on activity level and protective clothing.
Heat Gain from People:
Q_people = N × (q_sens + q_lat)
Where:
- N = Number of occupants
- q_sens = Sensible heat gain per person (Btu/hr or W)
- q_lat = Latent heat gain per person (Btu/hr or W)
Heat Gain Values:
| Activity Level | Space Temperature | Sensible (Btu/hr) | Latent (Btu/hr) | Total (Btu/hr) |
|---|---|---|---|---|
| Light work | 50°F (10°C) | 375 | 175 | 550 |
| Moderate work | 50°F (10°C) | 475 | 525 | 1,000 |
| Heavy work | 50°F (10°C) | 580 | 920 | 1,500 |
| Light work | 0°F (-18°C) | 450 | 50 | 500 |
| Moderate work | 0°F (-18°C) | 550 | 150 | 700 |
At lower temperatures, latent heat gain decreases significantly as water vapor condenses on clothing and protective gear before entering the space.
Safety Factors
Safety factors account for uncertainties in load calculations, future expansion, and unusual operating conditions. Apply safety factors to the sum of all calculated loads.
Recommended Safety Factors:
| Facility Type | Safety Factor Range | Typical Application |
|---|---|---|
| Coolers (>32°F) | 10-15% | 1.10-1.15 multiplier |
| Freezers (<32°F) | 10-20% | 1.10-1.20 multiplier |
| Process rooms | 15-25% | 1.15-1.25 multiplier |
| Distribution centers | 10-15% | 1.10-1.15 multiplier |
| Food processing | 20-30% | 1.20-1.30 multiplier |
Higher safety factors apply when:
- Load calculations contain significant uncertainties
- Future expansion is anticipated
- Process equipment loads are not well-defined
- Facility operates near design conditions for extended periods
- Rapid pulldown capability is required
Lower safety factors apply when:
- Detailed load calculations are performed
- Equipment specifications are well-defined
- Conservative assumptions were used in base calculations
- Multiple refrigeration units provide inherent redundancy
Design Conditions
Outdoor Design Conditions
Select outdoor design temperatures based on ASHRAE Handbook—Fundamentals Chapter 14 climatic data. Use appropriate percentile values for the application.
Recommended Design Conditions:
| Application | Summer Design Condition | Winter Design Condition |
|---|---|---|
| Refrigeration equipment | 0.4% dry-bulb and mean coincident wet-bulb | 99.6% dry-bulb |
| Infiltration loads | 1% dry-bulb and dew point | 99% dry-bulb |
| Structural loads | 0.4% dry-bulb | 99.6% dry-bulb |
The 0.4% design condition represents conditions exceeded 35 hours per year, while 1% represents 88 hours per year.
Indoor Design Conditions
Storage temperatures depend on product requirements and storage duration. Maintain temperature uniformity within ±2°F (±1°C) throughout the space.
Common Storage Temperatures:
| Product Category | Temperature Range | Relative Humidity |
|---|---|---|
| Fresh meat | 28-32°F (-2 to 0°C) | 88-92% |
| Dairy products | 33-40°F (1-4°C) | 80-85% |
| Fresh produce (most) | 32-36°F (0-2°C) | 90-95% |
| Bananas (ripening) | 58-65°F (14-18°C) | 85-90% |
| Frozen storage | -10 to 0°F (-23 to -18°C) | Not controlled |
| Ice cream hardening | -20 to -30°F (-29 to -34°C) | Not controlled |
Design Temperature Differentials
The temperature difference between outdoor and indoor conditions drives transmission and infiltration loads. Consider both summer and winter conditions.
Typical Design ΔT Values:
| Location | Summer Outdoor DB | Cooler Indoor | Freezer Indoor | Cooler ΔT | Freezer ΔT |
|---|---|---|---|---|---|
| Phoenix, AZ | 108°F (42°C) | 35°F (2°C) | 0°F (-18°C) | 73°F (41K) | 108°F (60K) |
| Atlanta, GA | 92°F (33°C) | 35°F (2°C) | 0°F (-18°C) | 57°F (32K) | 92°F (51K) |
| Minneapolis, MN | 90°F (32°C) | 35°F (2°C) | 0°F (-18°C) | 55°F (31K) | 90°F (50K) |
| Seattle, WA | 84°F (29°C) | 35°F (2°C) | 0°F (-18°C) | 49°F (27K) | 84°F (47K) |
Load Diversity
Not all loads reach peak values simultaneously. Load diversity accounts for the temporal variation in different load components.
Diversity Factors
Typical Diversity Applications:
- Multiple rooms: When calculating central plant capacity for multiple rooms at different temperatures, apply diversity to account for non-simultaneous peaks
- Door openings: Multiple doors rarely operate at peak traffic simultaneously
- Product loading: Receiving operations typically occur during specific hours, not continuously
- Lighting: Not all lights operate simultaneously in large facilities
- Equipment: Material handling equipment operates on varying schedules
Diversity Factor Range:
F_div = 0.75 to 0.95 for total facility load (apply to sum of individual room loads)
Do not apply diversity factors to:
- Transmission loads (continuous)
- Individual room sizing calculations
- Safety-critical applications
- Rapid-pulldown requirements
Time-Dependent Loads
Some loads vary predictably throughout the day:
24-Hour Load Profile Considerations:
- Product loads: Peak during receiving hours (typically 6:00 AM - 2:00 PM)
- Occupancy: Varies with shift schedules
- Lighting: Follows occupancy patterns
- Equipment: Material handling equipment operates during active periods
- Transmission: Relatively constant, peaks during hottest outdoor conditions
- Infiltration: Related to door traffic patterns
Load Profile Application:
For central plant sizing, consider both peak instantaneous load and total heat removal over 24 hours. Thermal storage systems may leverage load diversity to reduce peak demand.
Peak vs Average Loads
Peak Load Determination
Peak refrigeration load represents the maximum simultaneous heat gain to the space. Size evaporators and compressors based on peak load plus safety factor.
Peak Load Calculation:
Q_peak = (Q_trans,max + Q_inf,max + Q_prod,peak + Q_int,peak + Q_lights,peak + Q_people,peak) × SF
Where SF = safety factor (1.10 to 1.30)
Peak loads typically occur when:
- Outdoor temperature is at design maximum
- Maximum product receiving occurs
- Full personnel complement is working
- All lights and equipment operate
- Doors experience high traffic
Average Load Determination
Average load represents typical operating conditions over a 24-hour period. Use average loads for:
- Energy consumption calculations
- Operating cost estimates
- Annual refrigerant consumption
- Heat recovery system sizing
Average Load Estimation:
Q_avg = Q_trans,avg + Q_inf,avg + Q_prod,avg + Q_int,avg + Q_lights,avg + Q_people,avg
Average loads typically range from 40-60% of peak design loads depending on facility operation.
Load Factor:
LF = Q_avg / Q_peak
Typical load factors:
- Distribution centers: 0.45-0.55
- Food processing: 0.55-0.70
- Cold storage only: 0.40-0.50
System Sizing Considerations
Equipment Capacity Selection
Refrigeration equipment capacity must accommodate peak loads while operating efficiently at part-load conditions.
Compressor Capacity:
Select compressor capacity based on:
Q_comp,required = Q_peak / COP_system
Where COP_system accounts for:
- Compressor efficiency
- Condenser performance
- Evaporator performance
- Piping and component losses
- Defrost loads (if applicable)
Multiple Compressor Staging:
For improved part-load efficiency and reliability:
- Use 2-4 compressors per system
- Stage capacity in 25-50% increments
- Provide minimum 50% capacity with largest unit off
- Consider variable-speed compressors for modulation
Evaporator Capacity
Select evaporators with sufficient capacity at design temperature difference (TD) between refrigerant and air.
Evaporator Sizing:
Q_evap,rated = Q_peak / (1 - f_defrost)
Where:
- f_defrost = Fraction of time in defrost (0.08-0.12 for low-temp applications)
- TD typically ranges from 8-15°F (4-8K) for coolers, 10-18°F (6-10K) for freezers
Evaporator Selection Criteria:
| Application | TD Range | Air Velocity | Defrost Method |
|---|---|---|---|
| Coolers (high humidity) | 8-10°F (4-6K) | 500-700 fpm (2.5-3.5 m/s) | Off-cycle |
| Coolers (low humidity) | 10-15°F (6-8K) | 600-800 fpm (3-4 m/s) | Off-cycle |
| Freezers (normal) | 10-15°F (6-8K) | 400-600 fpm (2-3 m/s) | Electric/hot gas |
| Freezers (low humidity) | 15-18°F (8-10K) | 500-700 fpm (2.5-3.5 m/s) | Electric/hot gas |
Lower TD values provide:
- Better humidity control
- More uniform temperatures
- Higher equipment cost
- Improved product quality
Higher TD values provide:
- Lower equipment cost
- Reduced refrigerant charge
- Lower humidity (more dehumidification)
- Increased defrost frequency
Condenser Capacity
Size condensers to reject both refrigeration load and compressor work at design conditions.
Heat Rejection:
Q_condenser = Q_evap + W_comp = Q_evap × (1 + 1/COP)
For air-cooled condensers:
- Size at 95°F (35°C) ambient minimum for most locations
- Consider 105-115°F (41-46°C) for hot climates
- Allow 120-125% capacity margin for fouling and degradation
For evaporative condensers:
- Size at design wet-bulb temperature
- Provide 110-115% capacity margin
- Consider water treatment requirements
System Redundancy
Provide redundant capacity for critical applications:
Redundancy Strategies:
- N+1 Configuration: Provide one additional compressor beyond minimum required
- 50% Rule: Size equipment so facility operates with any single largest unit offline
- Separate Systems: Divide facility into multiple independent refrigeration circuits
- Emergency Backup: Provide portable refrigeration connection points
Redundancy by Application:
| Facility Type | Recommended Redundancy | Justification |
|---|---|---|
| Pharmaceutical | N+1 or 100% backup | Product value, regulatory requirements |
| Research laboratories | N+1 | Specimen preservation |
| Long-term frozen storage | 50% capacity with largest unit off | Product value, recovery time |
| Distribution centers | Multiple independent systems | Operational continuity |
| Short-term coolers | Minimal redundancy | Product can be relocated |
Capacity Verification
Verify final equipment selection accounts for:
- Load calculation accuracy: Review all assumptions and confirm input data
- Safety factor: Ensure appropriate margin for uncertainties
- Future expansion: Consider planned facility growth
- Part-load performance: Confirm efficient operation at average loads
- Extreme conditions: Evaluate performance during unusual events
- Defrost impact: Account for capacity loss during defrost cycles
- Refrigerant charge: Confirm adequate charge for all operating conditions
Final Capacity Check:
Q_installed ≥ Q_peak × SF × F_future
Where:
- Q_installed = Total installed refrigeration capacity
- F_future = Future expansion factor (1.0-1.25)
Document all load calculations, assumptions, and equipment selections for future reference and system troubleshooting.
Calculation Documentation
Maintain comprehensive documentation including:
- Design basis and assumptions
- Climatic data sources
- Building construction details
- Product specifications and throughput
- Equipment schedules and operating profiles
- Safety factors applied
- Diversity factors used
- Equipment selection rationale
- Alternative scenarios evaluated
Reference ASHRAE Handbook—Refrigeration Chapters 13 (Load Calculations) and 24 (Refrigerated Facility Design) for detailed calculation procedures and additional guidance.
Sections
Cold Storage Warehouse Layout
Components
- Product Segregation Temperature Zones
- Staging Area Design
- Racking Systems Configuration
- Aisle Width Forklift Clearance
- Clear Height Stacking
- Floor Loading Capacity
- Insulated Partition Walls
- Traffic Flow Pattern
- Expansion Joint Design
- Floor Slab Insulation
- Vapor Retarder Placement
- Floor Heating Systems Frost Prevention
Loading Docks Refrigerated
Components
- Dock Leveler Insulated
- Dock Shelter Seal
- Air Curtain Installation
- Vestibule Design Double Door
- Rapid Roll Doors
- Strip Curtains Pvc
- Infiltration Minimization
- Truck Refrigeration Interface
- Trailer Positioning Guides
- Dock Door Interlocks
Transmission Loads Calculation
Comprehensive methods for calculating heat transmission loads through refrigerated facility envelopes including wall, ceiling, and floor U-values, insulation R-values, thermal bridging effects, ground contact considerations, and adjacent space temperature differences
Product Loads
Advanced technical analysis of product cooling loads in refrigerated facilities including sensible heat removal above and below freezing, latent heat of fusion, respiration heat loads, and product pulldown calculations for refrigeration system design using ASHRAE methods and thermodynamic principles
Internal Loads Warehouse
Comprehensive technical analysis of internal heat loads in refrigerated warehouses including lighting, forklift equipment, personnel, electric motors, and defrost systems with ASHRAE calculation methods and design values
Infiltration Loads Methods
Advanced calculation methods for infiltration loads in refrigerated facilities including door opening frequency, air curtain effectiveness, strip curtains, vestibule design, Gosney-Olama equation, and infiltration reduction strategies for cold storage and freezer applications
Defrost Loads Refrigerated Space
Components
- Defrost Cycle Frequency
- Defrost Method Electric Hot Gas
- Defrost Heat Input Kw
- Defrost Duration Minutes
- Sensible Heat Evaporator Mass
- Latent Heat Melting Frost
- Heat To Space During Defrost
- Heat To Space After Defrost
- Evaporator Fan Heat Off Cycle
- Average Defrost Load 24hr
Safety Factors Application
Components
- Design Safety Factor 10 To 25 Percent
- Uncertainty Allowance
- Future Expansion Capacity
- Equipment Degradation Aging
- Extreme Ambient Conditions
- Simultaneous Load Occurrence
- Pulldown Capacity Requirement
- Load Diversity Factor
- Peak Load Vs Average Load