IS 15497:2004 specifies requirements for the design, installation, commissioning, and testing of IG 01 gaseous fire extinguishing systems operating at nominal pressures of 16 MPa and 20 MPa. It covers the use of argon-based inert gas mixtures for total flooding fire suppression in enclosed spaces, focusing on safe occupant protection, system hydraulics, storage containers, and enclosure integrity. This standard is essential for engineers and safety professionals involved in specifying and implementing inert gas fire suppression solutions in industrial, commercial, and critical infrastructure environments.
Overview
IS 15497:2004 specifies requirements for the design, installation, commissioning, and testing of IG 01 gaseous fire extinguishing systems operating at nominal pressures of 16 MPa and 20 MPa. It covers the use of argon-based inert gas mixtures for total flooding fire suppression in enclosed spaces, focusing on safe occupant protection, system hydraulics, storage containers, and enclosure integrity. This standard is essential for engineers and safety professionals involved in specifying and implementing inert gas fire suppression solutions in industrial, commercial, and critical infrastructure environments.
Audience
Contents
Structure
| Safety Limit | IG 01 Design Concentration (% vol) | Residual Oxygen Concentration (% vol) |
|---|---|---|
| NOAEL | 43 | 12 |
| LOAEL | 52 | 10 |
| IG 01 Concentration (% vol) | Oxygen Concentration (% vol) | Occupancy Status | Max Exposure Time |
|---|---|---|---|
| Up to 43 | 12 | Normally occupied | ≤ 5 min |
| 43 to 52 | 12 to 10 | Normally occupied | ≤ 3 min |
| 52 to 62 | 10 to 8 | Normally occupied | ≤ 30 s |
| > 62 | < 8 | Normally unoccupied | No exposure |
| Construction Type | Typical Structures | Allowable Load on Enclosure (kPa) |
|---|---|---|
| Light | Light partitions, glazing | 1.25 |
| Normal | Brick | 2.50 |
| Vault | Reinforced concrete | 5.00 |
[ A = 5 \times 10^{-4} \times Q \times P^{0.5} ]
IS 15497: General Information Key Formulas, Tables & Specs
| Construction Type | Typical Structures | Allowable Load, P (kPa) |
|---|---|---|
| Light | Lightweight partitions, glazing | 1.25 |
| Normal | Brick | 2.50 |
| Vault | Reinforced concrete | 5.00 |
For exceptionally tight enclosures, multiply (P) by 3.
| Safety Limit | IG 01 Design Concentration (%) | Residual Oxygen (%) |
|---|---|---|
| NOAEL | 43 | 12 |
| LOAEL | 52 | 10 |
| IG 01 Conc. (%) | Oxygen Conc. (%) | Status | Max Exposure Time |
|---|---|---|---|
| Up to 43 | 12 | Normally occupied | ≤ 5 min |
| 43 to 52 | 12 to 10 | Normally occupied | ≤ 3 min |
| 52 to 62 | 10 to 8 | Normally occupied | ≤ 30 s |
| > 62 | < 8 | Normally unoccupied | No exposure |
| Property | Value |
|---|---|
| Molecular mass | 39.9 |
| Boiling point (0.1 MPa) | -185. |
IS 15497: Gas Characteristics and Properties for IG 01 (Argon)
| Property | Value |
|---|---|
| Molecular mass | 39.9 |
| Boiling point at 0.1 MPa | -185.9ºC |
| Freezing point | -189.4ºC |
| Critical temperature | -122.3ºC |
| Critical pressure | 4.9 MPa |
| Critical density | 536 kg/m³ |
| Vapour pressure at 20ºC | 15.2 MPa |
| Specific volume of superheated vapour at 0.1 MPa and 20ºC | 0.602 m³/kg |
| Property | Value |
|---|---|
| No observed adverse effect level (NOAEL) | 43% volume |
| Lowest observed adverse effect level (LOAEL) | 52% volume |
Note: NOAEL and LOAEL correspond to oxygen levels of 12% and 10%, respectively, indicating safe exposure limits.
graph TD
A[Molecular Mass: 39.9] --> B[Boiling Point: -185.9ºC]
B --> C[Critical Temperature: -122.3ºC]
C --> D[Critical Pressure: 4.9 MPa]
D --> E[Purity: ≥ 99.9%]
E --> F[NOAEL: 43% volume]
F --> G[LOAEL: 52% volume]
This concise data aids in design, safety, and handling of IG 01 gas per IS 15497.
Safety of Personnel - IS 15497 Key Points
| Safety Limit | IG 01 Concentration (% vol) | Residual Oxygen (%) |
|---|---|---|
| NOAEL (No Observed Adverse Effect Level) | 43 | 12 |
| LOAEL (Lowest Observed Adverse Effect Level) | 52 | 10 |
| IG 01 Concentration (% vol) | Oxygen % | Space Status | Max Exposure Time |
|---|---|---|---|
| Up to 43 | 12 | Normally occupied | ≤ 5 min |
| 43 - 52 | 10-12 | Normally occupied | ≤ 3 min |
| 52 - 62 | 8-10 | Normally occupied | ≤ 30 sec |
| > 62 | < 8 | Normally unoccupied | No exposure |
| IG 01 Concentration (% vol) | Inhibit Switch & Time Delay | Egress in 30s Max | Safety Interlock | Lock-off Valve |
|---|---|---|---|---|
| < 43 | Required | Not required | Not required | Not required |
| 43 - 52 | Required | Required | Required | Not required |
| > 52 | Required | Required | Required | Required |
| Construction Type | Typical Structure | Allowable Load (kPa) |
|---|---|---|
| Light | Lightweight partitions | 1.25 |
| Normal | Brick | 2.50 |
| Vault | Reinforced concrete | 5.00 |
Venting Area Formula:
[ A = 5 \times 10^{-4} \times Q \times P^{-0.5} ]
IS 15497: Enclosure Strength and Venting Facilities (Clause 6.3)
[ \boxed{ A = (5 \times 10^{-4}) \times Q \times P^{-0.5} } ]
| Construction Type | Typical Structures | Allowable Load, P (kPa) |
|---|---|---|
| Light | Lightweight partitions, glazing | 1.25 |
| Normal | Brick | 2.50 |
| Vault | Reinforced concrete | 5.00 |
For exceptionally tight enclosures, multiply P by 3.
flowchart LR
Q[IG-01 Discharge Rate Q (m³/min)] --> A[Calculate Venting Area A]
P[Allowable Enclosure Strength P (kPa)] --> A
A --> VentingArea[Free Venting Area (m²)]
VentingArea --> Safety[Ensure safe pressure relief]
This ensures safe design of enclosures for IG-01 fire suppression systems per IS 15497.
From Clause 7.2(b) and 2.303:
[ \boxed{ M = 2.303 \times V \times \log_{10} \frac{100}{100 - C} \times S \times V_s } ]
Constants for IG 01:
| Safety Limit | IG 01 Conc. (%) | Residual O₂ (%) | Exposure Time | Occupancy Status |
|---|---|---|---|---|
| NOAEL | 43 | 12 | ≤ 5 min | Normally occupied |
| LOAEL | 52 | 10 | ≤ 3 min | Normally occupied |
| Max Limit | 62 | 8 | ≤ 30 sec | Normally occupied |
| Above 62 | - | < 8 | No exposure | Normally unoccupied |
Discharge time:
Atmospheric Correction Factor adjusts agent quantity for altitude:
| Altitude (m) | Correction Factor |
|---|---|
| 0 | 1.00 |
| 610 | 0.93 |
| 1220 | 0.86 |
IS 15497: Concentration Requirements for IG 01 Fire Extinguishing Agent
[ M_{th} = V_{Max} \times C_1 ]
Where:
[ N = \frac{M_{th}}{M_c} ]
[ M_A = N \times M_c ]
[ C_{AI} = \frac{M_A}{V_{Max}} ]
| Volume % | Mass IG 01 (kg/m³) |
|---|---|
| 34 | 0.416 |
| 38 | 0.478 |
| 42 | 0.545 |
| 46 | 0.616 |
| 50 | 0.693 |
flowchart TD
A[Calculate Theoretical IG 01 Quantity] --> B[Determine Number of Containers]
IS 15497 — Rate of Application for IG-01 (MA) Inert Gas Systems
Design Application Rate (7.3.2):
Based on quantity of IG-01 required for desired concentration (Clause 8.1) and time to achieve it (Clause 7.2).
Oxygen concentration must comply with limits in Clause 5.3.
Discharge Time (7.3.3 & 12.1):
Atmospheric Correction Factors (Table 10, Clause 7.3.3):
| Equivalent Altitude (m) | Enclosure Pressure (mm Hg) | Atmospheric Correction Factor |
|---|---|---|
| 0 | 760 | 1.00 |
| 300 | 733 | 0.96 |
| 610 | 705 | 0.93 |
| 920 | 678 | 0.89 |
| 1,220 | 650 | 0.86 |
| 1,520 | 622 | 0.82 |
| 1,830 | 596 | 0.78 |
| 2,130 | 570 | 0.75 |
| 2,440 | 550 | 0.72 |
| 2,740 | 528 | 0.69 |
| 3,050 | 505 | 0.66 |
[ Q_{adjusted} = Q_{design} \times \text{Atmospheric Correction Factor} ]
Where:
IS 15497: Key Formulas, Tables & Specs for IG 01 Storage Containers
| Formula | Description |
|---|---|
| Mth = Vmax × C1 | Theoretical IG 01 quantity (m³) |
| N = Mth / Mc | Number of containers (rounded) |
| MA = N × Mc | Actual IG 01 quantity (m³) |
| CAI = MA / Vmax | Actual injected concentration (%) |
| Limit | IG 01 Design Concentration (%) | Residual Oxygen (%) |
|---|---|---|
| NOAEL | 43 | 12 |
| LOAEL | 52 | 10 |
| IG 01 Conc. % | Oxygen % | Occupancy | Max Exposure Time |
|---|---|---|---|
| ≤ 43 | 12 | Normally occupied | ≤ 5 min |
| 43–52 | 12–10 | Normally occupied | ≤ 3 min |
| 52–62 | 10–8 | Normally occupied | ≤ 30 sec |
| > 62 | < 8 | Normally unoccupied | No exposure |
| Type | Typical Structure | Allowable Load
| Equivalent Altitude (m) | Enclosure Pressure (mm Hg) | Atmospheric Correction Factor |
|---|---|---|
| 0 | 760 | 1.00 |
| 300 | 733 | 0.96 |
| 610 | 705 | 0.93 |
| 920 | 678 | 0.89 |
| 1,220 | 650 | 0.86 |
(Use correction factor to adjust agent quantity for altitude)
| Parameter | IG 01 Design Concentration (%) | Residual Oxygen (%) |
|---|---|---|
| NOAEL | 43 | 12 |
| LOAEL | 52 | 10 |
| Construction Type | Allowable Load (kPa) |
|---|---|
| Light (partitions) | 1.25 |
| Normal (brick) | 2.50 |
| Vault (R |
1. Hydraulic Calculations (Clause 12.1):
2. Pipe Sizing (Clause 11.3):
3. Discharge Time & Agent Flow (Clause 7.3.3):
4. Atmospheric Correction Factors (Table 10, Clause 7.3.3):
| Equivalent Altitude (m) | Enclosure Pressure (mm Hg) | Correction Factor |
|---|---|---|
| 0 | 760 | 1.00 |
| 300 | 733 | 0.96 |
| 610 | 705 | 0.93 |
| 920 | 678 | 0.89 |
| 1,220 | 650 | 0.86 |
| 1,830 | 596 | 0.78 |
Use correction factor to adjust agent discharge time and concentration for altitude.
[ \text{Adjusted Discharge Time} = \frac{\text{Standard Discharge Time}}{\text{Atmospheric Correction Factor}} ]
flowchart TD
A[Start: System Design] --> B[Calculate Required Agent Concentration]
B --> C[Apply Atmospheric Correction Factor]
C --> D[Determine Pipe Size & Nozzle Pressure]
D --> E[Calculate Agent Flow Rate & Discharge Time]
E --> F{Discharge
IS 15497: Commissioning & Acceptance Testing Key Points
| Parameter | Accuracy Limit |
|---|---|
| Weight of agent discharged | -5% to +10% of predicted weight |
| Discharge time | ± 5 seconds |
| Nozzle pressure accuracy | Within min & max pressure for uniform distribution |
| Parameter | Acceptable Range/Value |
|---|---|
| Agent weight discharged | Predicted ±5% to +10% |
| Discharge time | Predicted ±5 seconds |
| Nozzle pressure | Within manufacturer min/max limits |
| Concentration monitoring | At 2 min & 10 min after discharge start |
flowchart TD
A[Commissioning Completion] --> B[Installation Agency Issues Test Certificate]
B --> C{Acceptance Criteria}
C -->|Full-scale test required| D[Conduct Full-Scale Test (Clause 14)]
C -->|Not required| E[Partial Test & Monitoring]
D --> F[Report Test Results]
E --> F
F --> G[System Acceptance]
Note: Refer IS 15493 for detailed commissioning procedures and test methods.
| Table 6: Safety Limits for IG 01 | Design Conc. (%) | Residual O2 (%) |
|---|---|---|
| NOAEL (No Observed Adverse Effect Level) | 43 | 12 |
| LOAEL (Lowest Observed Adverse Effect Level) | 52 | 10 |
| Table 7: Human Exposure Limits | IG 01 Conc. (%) | O2 Conc. (%) | Exposure Time | Status Space |
|---|---|---|---|---|
| Up to 43 | ≤12 | ≤5 min | Normally occupied | |
| 43–52 | 10–12 | ≤3 min | Normally occupied | |
| 52–62 | 8–10 | ≤30 s | Normally occupied | |
| >62 | <8 | No exposure | Normally unoccupied |
| Table 8: Allowable Enclosure Strength | Construction Type | Allowable Load (kPa) |
|---|---|---|
| Light (e.g., glazing) | 1.25 | |
| Normal (e.g., brick) | 2.50 | |
| Vault (e.g., RCC) | 5.00 |
| Table 10: Atmospheric Correction Factor | Altitude (m) | Correction Factor |
|---|---|---|
| 0 (sea level) | 1.00 | |
| 610 | 0.93 | |
| 1830 | 0.78 | |
| 3050 | 0.66 |
[ t_{corrected} = t_{base} \times \text{Atmospheric Correction Factor} ]
Where:
IS 15497: Recommissioning Key Points
| Safety Limit | IG 01 Design Concentration (%) | Residual Oxygen Concentration (%) |
|---|---|---|
| NOAEL | 43 | 12 |
| LOAEL | 52 | 10 |
| IG 01 Concentration (%) | Oxygen Concentration (%) | Occupancy Status | Max Exposure Time |
|---|---|---|---|
| Up to 43 | 12 | Normally occupied | ≤ 5 minutes |
| 43 to 52 | 12 to 10 | Normally occupied | ≤ 3 minutes |
| 52 to 62 | 10 to 8 | Normally occupied | ≤ 30 seconds |
| > 62 | < 8 | Normally unoccupied | No exposure |
| Construction Type | Typical Structures | Allowable Load (kPa) |
|---|---|---|
| Light | Lightweight partitions, glazing | 1.25 |
| Normal | Brick | 2.50 |
| Vault | Reinforced concrete | 5.00 |
flowchart TD
A[System Maintenance] --> B[Recommissioning]
B --> C[Restore Full Operation]
C --> D[Functional Tests]
D
Frequently Asked
IS 15497: IG 01 Gas Physical & Toxicological Properties
| Property | Requirement |
|---|---|
| Purity | ≥ 99.9% by volume |
| Moisture | ≤ 50 × 10⁻⁶ by mass |
| Suspended matter | None visible |
| Property | Value |
|---|---|
| Molecular mass | 39.9 |
| Boiling point (0.1 MPa) | -185.9°C |
| Freezing point | -189.4°C |
| Critical temperature | -122.3°C |
| Critical pressure | 4.9 MPa |
| Critical density | 536 kg/m³ |
| Vapour pressure at 20°C (0.1 MPa) | 15.2 MPa |
| Specific volume (superheated vapor at 0.1 MPa, 20°C) | 0.602 m³/kg |
| Property | Value |
|---|---|
| NOAEL (No Observed Adverse Effect Level) | 43% concentration |
| LOAEL (Lowest Observed Adverse Effect Level) | 52% concentration |
Note: These correspond to oxygen levels of 12% (NOAEL) and 10% (LOAEL) minimum oxygen for no and low effect respectively.
This data ensures IG 01 gas is safe within specified purity and concentration limits, with well-defined physical and toxicological thresholds for engineering and safety applications.
Calculation of Required IG 01 Agent Quantity (IS 15497 Clauses 7.3.2 & 7.3.3):
[ M_{th} = V_{Max} \times C_1 ]
[ N = \frac{M_{th}}{M_c} ]
[ M_A = N \times M_c ]
[ C_{AI} = \frac{M_A}{V_{Max}} ]
[ N_1 = N \times \text{Atmospheric Correction Factor} ]
Loading diagram...
Note: Design concentration depends on hazard class (e.g., 29.2% + safety factor for Class B, min 40% for Class A solids). Always use the highest required quantity from
To protect personnel during system discharge as per IS 15497, implement these key safety measures:
These measures collectively ensure personnel safety during inert gas system operation and discharge.
Loading diagram...
IS 15497 Requirements for IG-01 Storage Containers and Pressure Ratings:
| System Type | Filling Pressure at 15°C | Max Working Pressure at 55°C |
|---|---|---|
| 16 MPa Storage Container | As per Table 4 (typ. ~16 MPa) | Typically 20 MPa |
| 20 MPa Storage Container | As per Table 4 (typ. ~20 MPa) | Typically 25 MPa |
Summary Diagram:
Loading diagram...
Note: Refer Fig. 1 in IS 15497 for detailed pressure-temperature curves.
To ensure effective agent distribution per IS 15497:
| Parameter | Value/Requirement |
|---|---|
| Max nozzle height (single row) | 3.5 m |
| Min nozzle height | 0.2 m |
| Max nozzle spacing | 6 m |
| Max distance to wall | 3 m |
| Nozzle density (up to 5 m height) | 1 nozzle / 30 m² |
| Location from walls (no false ceiling) | 0.5 to 5 m |
Loading diagram...
Commissioning & Acceptance Testing of IG 01 Systems (IS 15497)
Commissioning
Acceptance Testing (Clause 13.1)
Rectification & Retesting (Clause 13.3)
Loading diagram...
This ensures safe and compliant IG 01 system commissioning and acceptance.
Effect of Altitude on IG-01 Agent Quantity & System Design (IS 15497 Clause 7.3.3):
[ N_1 = N \times \text{Atmospheric Correction Factor} ]
Where:
| Altitude (m) | Enclosure Pressure (mm Hg) | Atmospheric Correction Factor |
|---|---|---|
| 0 | 760 | 1.00 |
| 610 | 705 | 0.93 |
| 1,220 | 650 | 0.86 |
| 2,440 | 550 | 0.72 |
| 3,050 | 505 | 0.66 |
Loading diagram...
This ensures effective fire suppression despite reduced atmospheric pressure at altitude.
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