Gaseous Fire Extinguishing Systems - HCFC-125 Extinguishing Systems
IS 15835:2009 specifies the design, installation, and performance requirements for total flooding fire extinguishing systems using HCFC-125 gas. Applicable to both engineered and pre-engineered systems operating at nominal pressures of 2.5 MPa and 4.2 MPa, this standard guides engineers in selecting appropriate concentrations, container specifications, piping, nozzle placement, and safety measures to effectively suppress Class A, B, and C fires in enclosed spaces while ensuring human safety and system reliability.
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Overview
What This Standard Covers
IS 15835:2009 specifies the design, installation, and performance requirements for total flooding fire extinguishing systems using HCFC-125 gas. Applicable to both engineered and pre-engineered systems operating at nominal pressures of 2.5 MPa and 4.2 MPa, this standard guides engineers in selecting appropriate concentrations, container specifications, piping, nozzle placement, and safety measures to effectively suppress Class A, B, and C fires in enclosed spaces while ensuring human safety and system reliability.
Audience
Who Uses This Standard
Fire Protection Engineers
Safety System Designers
Mechanical Engineers
Facility Managers
Fire Safety Inspectors
Installation Contractors
Maintenance Personnel
Contents
Key Topics Covered
✓Design and installation of HCFC-125 total flooding systems
✓Chemical and physical properties of HCFC-125
✓Minimum design concentration and application rates
✓System pressure and container specifications
✓Piping and nozzle distribution requirements
✓Safety considerations including toxicology and exposure limits
✓Ventilation and venting arrangements
✓Hydraulic calculations for system performance
✓Engineered vs pre-engineered system configurations
✓Post-discharge concentration maintenance
✓Commissioning and acceptance testing procedures
✓Atmospheric pressure and altitude correction factors
✓Handling of miscellaneous hazards such as cold discharge effects
✓Compatibility with general gaseous fire extinguishing standards (IS 15493)
✓Reserve agent supply and uninterrupted protection
Structure
Table of Contents
1Scope▼
IS 15835 Key Formulas, Tables & Specifications - Scope
1. Pipe Sizing (Clause 12.3)
Pipe sizing balances pressure loss and flow velocity in two-phase flow.
Use Table 9 for pipe size vs flow rate (kg/s) based on pipe length:
Pipe Dia. (mm)
Flow Rate (kg/s) for Length (m)
>10
10
0.3
15
0.5
...
...
150
150
Verify with approved flow calculation software.
2. Enclosure Volumes (Clause 7.3.1)
Net enclosure volume:
[
V_{Mn} = V - V_o
]
Where:
(V) = gross enclosure volume (m³)
(V_o) = volume of permanent objects impermeable to gas (m³)
Minimum net volume considers occupancy objects.
3. Design Concentration of HCFC-125 (Clause 8)
Minimum design concentration:
Hazard Class
Design Concentration (%)
Safety Factor Applied
Class A (surface fire)
8.0
6.6 + 20%
Class B (flammable)
11.3
8.6 + 30%
Class C (electrical)
8.0
Same as Class A
Adjust agent quantity for altitude using Table 8:
Altitude (m)
Enclosure Pressure (mm Hg)
Correction Factor
0
760
1.00
300
733
0.96
610
705
0.93
...
...
...
4. **Total Flooding Quantity (Clause
2References▼
IS 15835 Key References:
1. Pipe Sizing (Clause 12.3, Table 9)
Pipe diameter selection depends on flow rate and pipe length.
Example from Table 9 (Flow rate in kg/s):
Pipe Dia. (mm)
Up to 5 m
5-10 m
>10 m
10
0.5
0.4
0.3
15
1.0
0.7
0.5
20
2.0
1.0
1.0
50
23.5
16.3
8.8
150
408.0
272.0
150.0
2. HCFC-125 Gas Specifications (Clause 4.5, Table 2)
Purity ≥ 99%
Moisture ≤ 0.001% by weight
Acidity ≤ 3 ppm (HCl equivalent)
Non-volatile residue ≤ 0.05 g/100 ml
3. Physical Properties of HCFC-125 (Clause 4.6, Table 3)
Molecular mass: 120.02
Boiling point: -48.5°C
Vapour pressure at 20°C: 1.21 MPa
Liquid density at 20°C: 1218 kg/m³
4. Design Concentration (Clause 8, Table 7 & 8)
Minimum design concentration for Class A fires: 8% volume (6.6% extinguishing + 20% safety)
For Class B fuels: 11.3% volume (8.6% + 30% safety)
Atmospheric correction factor adjusts agent quantity for altitude (Table 8):
Altitude (m)
Pressure (mm Hg)
Correction Factor
0
760
1.00
610
705
0.93
1220
650
0.86
2440
550
3General Information▼
IS 15835: General Information Key Data for HCFC-125 Gas
1. HCFC-125 Gas Specifications (Table 2)
Property
Requirement
Purity
≥ 99% mole percent
Moisture (weight %)
≤ 0.001%
Acidity (ppm HCl equivalent)
≤ 3.0
Non-volatile residue (g/100 ml)
≤ 0.05%
2. Physical Properties (Table 3)
Property
Value
Molecular Mass
120.02
Boiling Point (0.1 MPa)
-48.5 °C
Freezing Point
-102.8 °C
Vapour Pressure (20 °C)
1.21 MPa
Specific Volume (superheated vapor @ 20 °C)
0.259 m³/kg
Critical Temperature
66 °C
Critical Pressure
3.395 MPa
Liquid Density (20 °C)
1218 kg/m³
Saturated Vapour Density (20 °C)
76.92 kg/m³
3. Toxicological Data (Table 4 & 5)
NOAEL: 7.5% volume (75,000 ppm)
LOAEL: 10% volume (100,000 ppm)
4-hour Lethal Concentration (LC50): >70%
Safe human exposure times vary inversely with concentration (e.g., 5 min at ~7.5–11.5%).
4. Pipe Sizing Guide (Table 9)
Pipe Diameter (mm)
Max Flow Rate (kg/s) for Lengths >10 m
10
0.3
15
0.5
20
1.0
25
1.5
32
2.6
40
3.8
4Gas Characteristics and Properties▼
IS 15835: Key Gas Characteristics and Properties for HCFC-125
1. Chemical Composition (Clause 4.3, Table 1)
Chemical formula: CHF₂CF₃
Chemical name: Pentafluoroethane (99.85% purity)
Commercial name: HCFC-125
2. Specification for HCFC-125 Gas (Clause 4.5, Table 2)
Property
Requirement
Purity (mole %)
≥ 99%
Moisture (weight %)
≤ 0.001%
Acidity (ppm HCl equivalent)
≤ 3.0
Non-volatile residue (g/100 ml)
≤ 0.05%
3. Physical Properties (Clause 4.6, Table 3)
Property
Value
Molecular mass
120.02
Boiling point at 0.1 MPa (°C)
-48.5
Freezing point (°C)
-102.8
Vapour pressure at 20°C (MPa)
1.21
Specific volume of superheated vapor at 0.1 MPa & 20°C (m³/kg)
0.259
Critical temperature (°C)
66
Critical pressure (MPa)
3.395
Critical volume (cc/mol)
210
Critical density (kg/m³)
572
Liquid density at 20°C (kg/m³)
1218
Saturated vapor density at 20°C (kg/m³)
76.92
4. Toxicological Data (Clause 4.7, Tables 4 & 5)
Property
Value
NOAEL (No Observed Adverse Effect Level)
7.5% (75,000 ppm)
LOAEL (Lowest Observed Adverse Effect Level)
10% (100,000
5Safety and Miscellaneous Hazards▼
IS 15835 Key Points: Safety & Miscellaneous Hazards
1. Miscellaneous Hazards (Clause 5.2)
Cold Temperatures: Direct contact with discharged HCFC-125 liquid causes frostbite; hazard limited near nozzle.
Visibility: Discharge may cause mist but rarely affects visibility; HCFC-125 detectable above 3% concentration.
Uneven Distribution: HCFC-125 vapors are denser than air, can accumulate in low areas; use well-designed nozzles for uniform mixing.
2. Design Concentration (Clause 8.6)
Class B fuels (Heptane):
[
\text{Design Conc.} = 8.6% \times 1.3 = 11.3%
]
Class C (Electrical):
[
\text{Design Conc.} = 6.6% \times 1.2 = 7.92%
]
For mixed hazards, use highest required concentration.
Safety factors: 20-30% depending on fuel type.
3. Atmospheric Correction Factor (Table 8)
Altitude (m)
Pressure (mm Hg)
Correction Factor
0
760
1.00
610
705
0.93
1220
650
0.86
1830
596
0.78
3050
505
0.66
Formula:
[
N_a = N \times \frac{P_{ambient}}{760}
]
Where:
(N_a) = adjusted number of containers
(N) = initial number of containers
(P_{ambient}) = enclosure pressure (mm Hg)
4. Enclosure Volume Calculation (Clause 7.3.1)
[
V_{Mn} = V_g - V_s
]
(V_{Mn}): Maximum net volume (m³)
(V_g): Gross enclosure volume (m³)
(V_s): Volume
6Venting Arrangement▼
IS 15835 - Venting Arrangement: Key Points & Formulas
1. Venting Arrangement (Clause 6)
Vents must be located as high as possible in the enclosure to allow safe release of HCFC-125 vapor.
Enclosure strength and allowable pressure must comply with relevant building codes.
Vent sizing depends on enclosure volume and expected pressure rise during discharge.
2. Enclosure Volume Calculation (Clause 7.3.1)
Net enclosure volume accounts for structural and occupancy volumes impermeable to gas:
[
V_{Mn} = V_g - V_s
]
Where:
(V_{Mn}) = Maximum net volume (m³)
(V_g) = Gross enclosure volume (m³)
(V_s) = Volume of permanent objects (m³)
If occupancy objects volume (V_o < 25%) of (V_{Mn}), it can be ignored.
3. Design Concentration (Clause 8)
Minimum HCFC-125 design concentrations:
Hazard Class
Design Concentration (%)
Safety Factor
Class A (Surface Fires)
8.0 (6.6 + 20%)
20%
Class B (Flammable Liquids)
11.3 (8.6 + 30%)
30%
Class C (Electrical)
8.0 (6.6 + 20%)
20%
Use highest concentration if multiple hazard classes exist.
4. Atmospheric Correction Factor (Clause 8.6(e), Table 8):
Adjust number of containers (N_a) for altitude:
[
N_a = N \times \frac{P_{altitude}}{P_{sea\ level}}
]
Use Table 8 for (P_{altitude}) and correction factor.
Altitude (m)
Pressure (mm Hg)
Correction Factor
0
760
1.00
610
705
0.93
1220
650
0.86
1830
596
0.78
Summary:
Ensure design concentration with safety factors (20-30%).
10Application Rate, Duration of Discharge and Discharge Time▼
IS 15835 Key Specifications for Application Rate, Duration & Discharge Time
1. Application Rate (Clause 10.1)
Based on quantity of HCFC-125 (Clause 7.2(a)) and duration of discharge (Clause 9(b)).
Must ensure design concentration is achieved within 1 min and maintained ≥ 80% for 10 min.
2. Duration of Discharge & Discharge Time (Clause 10.1 & 13.1)
Use approved hydraulic calculation methods to predict:
Pipe sizes
Nozzle pressure
Agent flow rate
Discharge per nozzle
Discharge time
Accuracy requirements:
Agent weight discharged: within -5% to +10% of predicted.
Discharge time: predicted ≈ actual.
Nozzle pressure: within acceptable min/max for uniform agent distribution.
Design concentration includes safety factors (e.g., 11.3% for Class B fuel hazards).
Adjust agent quantity for altitude using:
[
N_a = N \times \frac{P_{ambient}}{P_{sea level}}
]
Where:
(N_a) = adjusted containers
(N) = initial containers
(P_{ambient}) = enclosure pressure (from Table 8)
(P_{sea level} = 760 \text{ mm Hg})
12Distribution System▼
IS 15835: Distribution System Key Points
1. Pipe Sizing (Clause 12.3 & Table 9)
Pipe diameter selection depends on flow rate and pipe length.
Too small diameter → high pressure loss; too large → low velocity & pressure drop.
Use Table 9 as a guide for max flow rates (kg/s) for pipe sizes (mm):
Pipe Dia. (mm)
Max Flow Rate (kg/s) for length: Up to 5m
5-10m
>10m
10
0.5
0.4
0.3
15
1.0
0.7
0.5
20
2.0
1.0
1.0
25
4.0
2.7
1.5
32
8.0
5.6
3.5
40
12.2
8.6
4.5
50
23.5
16.3
8.8
65
37.0
25.4
14.5
80
63.5
45.0
25.0
100
131.5
90.0
50.0
125
250.0
172.0
95.0
150
408.0
272.0
150.0
2. Pressure Requirements (Clause 12.1)
Pipes must withstand max expected pressure at max storage temperature.
Storage containers pressurized with nitrogen at 2.5 MPa ±5% or 4.2 MPa +5% at 21±1°C.
Containers must have reliable pressure and temperature indicators.
3. Atmospheric Correction (Clause 8.6 & Table 8)
Adjust HCFC-125 quantity for altitude using atmospheric correction factor:
13Hydraulics of the System▼
IS 15835: Hydraulics of the System - Key Formulas, Tables & Specifications
1. Pipe Sizing (Clause 12.3 & Table 9)
Pipe diameter selection depends on flow rate and pipe length.
Avoid too small bore (excess pressure loss) or too large bore (low velocity).
Use Table 9 as a guide for pipe size vs flow rate (kg/s) for different pipe lengths:
Pipe Size (mm)
Max Flow Rate (kg/s) for Length >10m
5-10m
Up to 5m
10
0.3
0.4
0.5
15
0.5
0.7
1.0
20
1.0
1.0
2.0
25
1.5
2.7
4.0
...
...
...
...
150
57.5
272.0
408.0
2. Hydraulic Calculation Accuracy (Clause 13.1)
Weight of agent discharged: ±5% to +10% accuracy.
Discharge time prediction must match actual.
Nozzle pressure must be within min/max limits for uniform agent distribution.
Use approved hydraulic calculation software.
3. Piping Specifications (Clause 4.2)
Operating pressure: 4.2 MPa, design pressure: 6.58 MPa at 55°C.
Pipes: Carbon steel (galvanized inside/outside) or stainless steel.
Compliance with IS 15493 for pressure resistance.
4. Nozzle Placement (Clause 4.1)
Max nozzle height: 4.1 m; if higher, add rows.
Min nozzle height: 0.46 m above floor.
Max distance between nozzles: 6 m; max distance to wall: 3 m.
Concealed spaces must have nozzles.
Summary Diagram of System Layout
graph TD
14Commissioning and Acceptance Testing▼
IS 15835: Commissioning and Acceptance Testing of HCFC-125 Systems
Key Points from Clause 14 and Related Clauses:
Commissioning Standard:
Commission the HCFC-125 total flooding system as per Clause 9 of IS 15493 to prove system performance.
Acceptance Criteria (Table 14.1):
The system must meet performance requirements, including:
Concentration uniformity within ±1% by volume at 1 m above floor/top hazard within 1 min of discharge start.
Concentration ≥ 80% of design concentration at 10 min post-discharge.
Design Concentration (Clause 8.6):
Class B fuels: Minimum 11.3% HCFC-125 by volume (8.6% extinguishing + 30% safety factor).
Class C (electrical): 6.6% + 20% safety factor.
Use highest concentration if multiple hazards exist.
Atmospheric Correction Factor (Table 8):
Adjust agent quantity for altitude:
Altitude (m)
Pressure (mm Hg)
Correction Factor
0
760
1.00
300
733
0.96
610
705
0.93
1220
650
0.86
3050
505
0.66
Formula:
[
N_a = N \times \frac{P_{ambient}}{P_{sea-level}}
]
Where:
(N_a) = adjusted number of containers
(N) = initial number of containers
(P_{ambient}) = enclosure pressure at altitude
(P_{sea-level}) = standard sea level pressure (760 mm Hg)
Summary Diagram of Commissioning Flow
flowchart TD
A[System Installation] --> B[Commissioning as per IS 15493 Clause 9]
B --> C[Discharge Test]
C --> D{Concentration within ±1% at 1 min?}
D -- Yes --> E{Concentration ≥ 80% at 10 min?
Frequently Asked
Popular Questions About IS 15835
?What are the minimum design concentrations of HCFC-125 for different fire classes?▼
According to IS 15835 Clause 8 (Design Concentration), the minimum design concentrations of HCFC-125 for different fire classes are:
Class A (Surface fires, e.g., wood, paper):
Extinguishing concentration = 6.6% by volume
Minimum design concentration = 6.6% + 20% safety factor = 8% by volume
Class B (Flammable liquids and gases):
Heptane cup burner extinguishing concentration = 8.6% by volume
Minimum design concentration = 8.6% + 30% safety factor = 11.3% by volume
Class C (Electrical/electronic fires):
Same as Class A:
Minimum design concentration = 8% by volume (6.6% + 20% safety factor)
Notes:
For mixed hazards, use the highest required concentration.
For Class B fuels other than Heptane, test-based extinguishing concentrations plus 30% safety factor apply, but never less than 8%.
Concentrations must be uniform throughout the protected volume.
Summary Table
Fire Class
Extinguishing Concentration (%)
Safety Factor
Minimum Design Concentration (%)
Class A
6.6
20%
8.0
Class B
8.6 (Heptane)
30%
11.3
Class C
6.6
20%
8.0
This ensures effective fire suppression with safety margins for system reliability.
?How should piping and nozzles be arranged for effective agent distribution?▼
According to IS 15835 Clause 12.4 and related clauses, piping and nozzles for agent distribution should be arranged as follows:
Nozzle placement must ensure design concentration throughout the enclosure without splashing flammable liquids or creating dust/explosions.
Consider enclosure shape, volume, voids (raised floor, suspended ceiling), obstructions, and architectural features when selecting number and location of nozzles.
Nozzle coverage area should be less than the protected area; use manufacturer data for coverage.
For suspended ceilings, install nozzles inside the ceiling void for simultaneous discharge to equalize pressure and reduce damage.
For raised floors (non-gas tight), install nozzles in the floor void for pressure equalization and agent distribution.
Height limits:
Max nozzle height: 4.1 m; above this, add a second row of nozzles.
Min nozzle height: 0.46 m above floor.
Max distance between nozzles: 6 m; max distance to wall/partition: 3 m.
In enclosures with false ceilings, use deflector shields and position nozzles to avoid damage from ceiling material dislodgement.
Provide nozzles in all concealed spaces (floor voids, ceiling voids) besides main area.
Hydraulics (Clause 13.1):
Use approved hydraulic calculations to size pipes, determine nozzle pressure, flow rate, and discharge time.
Ensure nozzle pressures remain within specified min/max for uniform agent distribution.
Summary Table of Key Nozzle Placement Parameters
Parameter
Value/Requirement
Max nozzle height
4.1 m
Min nozzle height
0.46 m
Max distance between nozzles
6 m
Max distance to wall/partition
3 m
Nozzle coverage area
Less than protected area
Nozzles in voids (ceiling/floor)
Required for pressure equalization
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?What safety measures are recommended to limit human exposure to HCFC-125?▼
Safety Measures to Limit Human Exposure to HCFC-125 (IS 15835):
Design Concentration Limits:
Do not exceed LOAEL (10% v/v) in occupied areas.
For normally occupied spaces, HCFC-125 concentration must be below NOAEL (7.5% v/v) or exposure time strictly limited.
Use in Unoccupied Areas:
If design concentration exceeds LOAEL, use HCFC-125 only for total flooding in normally unoccupied areas.
Exposure Time Control:
For concentrations above NOAEL but below LOAEL, limit human exposure to a maximum of 5 minutes as per Table 5.
Example: At 7.5% concentration, safe exposure time = 5 minutes; at 12% concentration, safe exposure time reduces to 1.67 minutes.
System Design Considerations:
Ensure proper system design to avoid exceeding max concentration limits (Clause 7.1).
Provide alarms, ventilation, or evacuation procedures to limit personnel exposure.
Reference Toxicological Levels:
Parameter
Value (% v/v)
ppm
Max Exposure Time (min)
NOAEL
7.5
75,000
5.00
LOAEL
10.0
100,000
Not for occupied areas
Loading diagram...
Summary: Use HCFC-125 safely by controlling concentration and exposure time, restricting high concentrations to unoccupied spaces, and integrating safety controls as per IS 15835 Clause 7.1 and Table 5.
?How is the quantity of HCFC-125 adjusted for altitude and temperature variations?▼
Adjustment of HCFC-125 Quantity for Altitude and Temperature (IS 15835)
Base quantity is calculated for the largest hazard(s) (Clause 7.1a).
Altitude correction: Since pressure reduces with elevation, the actual quantity of HCFC-125 must be adjusted to maintain required concentration. Clause 7.3 refers to Table 8 and section 8(f) for pressure correction factors.
Temperature effect: Vapour pressure of HCFC-125 varies with temperature (Clause 2.5). Lower temperature reduces vapour pressure, affecting discharge and concentration.
(C_{design}), (C_{actual}) = design and actual concentration factors considering temperature
Additional factors: Adjust for unclosable openings, ventilation, and free air volume (Clause 7.1d).
Limit: Design concentration must not exceed LOAEL (Tables 4 & 5).
Summary Diagram
Loading diagram...
Note: Refer to Table 8 (IS 15835) for precise altitude-pressure correction factors.
?What are the requirements for commissioning and acceptance testing of HCFC-125 systems?▼
Commissioning and Acceptance Testing of HCFC-125 Systems (IS 15835, Clause 14.1):
The HCFC-125 total flooding system must be commissioned as per Clause 9 of IS 15493.
The commissioning process includes verifying the system's performance to ensure it meets design and safety requirements.
Testing should confirm:
Proper pressure levels in storage containers (2.5 MPa ±5% or 4.2 MPa +5% at 21 ±1℃).
Correct operation of nozzles and piping, considering complex flow calculations for engineered systems.
Functionality of pressure/temperature indicators on containers.
Compliance with distribution system requirements per IS 15493.
Acceptance criteria are detailed in Table 14.1 of IS 15835 (refer IS 15493 for detailed test procedures).
Summary:
Commissioning ensures the HCFC-125 system operates safely and effectively, confirming pressure, flow, and detection parameters before acceptance.
Loading diagram...
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