IS 153252003AI Search Enabled✦ AI Generated

Design and Installation of Fixed Automatic High and Medium Velocity Water Spray System - Code of Practice
2003 Edition

The 2003 edition of IS 15325 delineates detailed instructions for the engineering, setup, and upkeep of fixed automatic high and medium velocity water spray fire suppression systems. It targets industrial and commercial environments with specific fire risks, including storage tanks, transformers, and steel structures. The code encompasses components of the system, water supply criteria, placement of detectors, piping arrangements, and operational validations to guarantee efficient fire control, extinguishment, and protective coverage.

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What This Standard Covers

The 2003 edition of IS 15325 delineates detailed instructions for the engineering, setup, and upkeep of fixed automatic high and medium velocity water spray fire suppression systems. It targets industrial and commercial environments with specific fire risks, including storage tanks, transformers, and steel structures. The code encompasses components of the system, water supply criteria, placement of detectors, piping arrangements, and operational validations to guarantee efficient fire control, extinguishment, and protective coverage.

Who Uses This Standard

  • Fire safety engineers
  • Health and safety supervisors
  • Industrial plant managers
  • Mechanical and civil engineering professionals
  • Fire protection system designers
  • Maintenance personnel
  • Fire safety consultants

Key Topics Covered

Design fundamentals for high and medium velocity water spray systems
Water supply requirements and reservoir upkeep
Specifications and function of deluge valves
Criteria for positioning detectors and sprinklers
Piping design, support, and material specifications
Safety clearances for electrical components
Safeguarding vessels, transformers, and structural steel
Water discharge density and spray distribution patterns
Zoning strategies and deluge valve coordination
Procedures for inspection, testing, and maintenance
Construction and spacing of fire barrier walls
Pump sizing and motor specifications
Protection of supporting frameworks and product pipelines
Installation practices for indoor and outdoor apparatus
Availability of spare parts and system dependability

Table of Contents

1Scope and Pipe Dimensions

IS 15325 - Scope Overview and Key Tables


1. Water Spray Ring Pipe Dimensions (Clause 6.5.5.1)

Pipe SectionFlow Range (liters/min)Nominal Diameter (mm)
Upper Ring0 - 10025
101 - 16032
161 - 25040
Lower Ring26025
44032
68040
104050
180065
270080

2. Sprayer Arrangement and Angles (Clause 6.5.3.2)

  • Sprayers are positioned based on the spray cone angle and the distance from the tank surface.
  • For instance, longitudinal spacing for a sprayer with a 90° cone angle at 0.65 m from the tank is 1.45 m.
Angle (°)Spacing (m)
901.45
  • Reference sprayer application charts (C, D, E) to match 'K' factor and vessel size.
  • If an exact 'K' factor is not found, select the next higher value.

3. Electrical Safety Clearances (Clause 5.2.1.5)

Voltage (kV)Minimum Air Gap (mm)
10150
20215
30325
45520
60700
1101100
1501550
2202200
4003500
  • Clearance refers to the air distance between spray components and energized parts.
  • Reduced clearances apply when overvoltage protection is in place (see Table 1).

Visual Flow Diagram: Pipe Sizing Decisions

flowchart TD
    A[Calculate Flow Rate] --> B{Top or Bottom Ring?}
    B
2Terminology and Definitions

Essential Definitions and Specifications in IS 15325

1. Sprayer Distribution and Spacing (Clause 6.5.3.2)

  • Sprayers are arranged in horizontal rows with spacing determined by the cone angle and the distance from the tank surface.
  • Longitudinal spacing (meters) varies with sprayer angle and distances of 0.65 m, 0.55 m, and 0.45 m from the tank.
Angle (°)0.65 m0.55 m0.45 m
600.900.800.70
901.451.251.05
1202.402.051.70
1252.652.251.90
  • 'K-factor' indicates sprayer discharge rate relative to vessel diameter; select the next higher if exact value is unavailable.
  • Sprayer application charts relate K-factor and vessel size for different distances.

2. Pipe Sizing for Spray Rings (Clause 6.5.5.1)

  • Top ring pipe sizes depend on total flow between vertical feed pipes:
Flow (l/min)Diameter (mm)
0 - 10025
101 - 16032
161 - 25040
  • Bottom ring pipe sizes depend on average flow over modules ≤10m:
Flow (l/min)Diameter (mm)
26025
44032
68040
104050
180065
270080

3. Design Verification (Clause 6.7.1.9)

  • Verify vessel drawings with plans, elevations, site layouts, and note protrusions such as valves and drains.
3Operational Principles

IS 15325: Operation Fundamentals for Transformer Water Spray Systems

Highlights from Clauses:

  • Sprayer Layout (6.5.3.2):
    Sprayers are positioned in horizontal rows with spacing based on cone angle and distance from tank surface (0.45 m, 0.55 m, 0.65 m).
Angle (°)0.65 m0.55 m0.45 m
600.900.800.70
751.151.000.85
901.451.251.05
1102.001.701.45
1252.652.251.90
  • K-Factor & Cone Angle:
    Sprayer charts (C, D, E) connect K-factor (spray output) to vessel diameter and sprayer distance. Use the next higher K-factor if exact is not found.

  • Pressure Needs (6.9.3):
    Maintain sufficient pressure for effective spray coverage; consult detailed design for values.

  • Design Inputs (5.2.1.3):
    Cross-check transformer size, oil volume, layout, and sprayer parameters (K-factor, cone angle, discharge rate, effective reach).


Formula for Sprayer Spacing:

[ \text{Spacing} = f(\text{Cone Angle}, \text{Distance from Tank}) ]

Use tabulated values for calculations.


Conceptual Flowchart:

flowchart LR
    A[Transformer Size] --> B[Choose Sprayer Cone Angle]
    B --> C[Measure Distance from Tank Surface]
    C --> D[Refer Table for Spacing]
    D --> E[Select Sprayer with Suitable K-factor]
    E -->
4System Elements and Material Specifications

IS 15325: System Components and Material Requirements


1. Electrical Clearance Requirements (Clause 5.2.1.5)

Minimum air gap between water spray parts and energized electrical components:

Voltage (kV)Min Clearance (mm) Without Overvoltage ProtectionMin Clearance (mm) With Overvoltage Protection
10150150
20215160
30325270
45520380
60700520
1101100950
15015501350
22022001850
40035003000

Note: Extra caution required near transformers for pipe placement.


2. Pipe Dimensions for Water Spray Systems (Clause 6.5.5.1)

  • Upper Ring Pipe Sizes:
Flow Rate (l/min)Pipe Diameter (mm)
0 – 10025
101 – 16032
161 – 25040
  • Lower Ring Pipe Sizes:
Average Flow (l/min)Pipe Diameter (mm)
26025
44032
68040
104050
180065
270080

3. Additional Design Notes

  • System design must ensure hydraulic efficiency and maintain all required clearances.
  • Piping and hydraulic design (Clause 6.9.5) must support specified flow rates and pressures.

flowchart TD
    A[Water Spray System] --> B[Upper Ring Pipes]
    A --> C[Lower Ring Pipes]
    B -->
5Electrical Safety Clearances

IS 15325: Electrical Clearances and Safety Measures (Clause 5.2.1.5)

Key Notes on Electrical Clearances:

  • Clearance denotes the air gap between energized, uninsulated electrical elements and water spray apparatus.
  • Minimum clearance distances are essential for safe operation during activation of water spray systems.
  • These values conform to BIS National Electrical Code standards.

Table 1: Minimum Air Clearance Distances (mm)

Voltage (kV)Standard ClearanceClearance with Overvoltage Protection
10150150
20215160
30325270
45520380
60700520
1101100950
15015501350
22022001850
40035003000

Note: Applies to live parts not at ground potential.


Additional Safety Requirements:

  • Transformer Protection:
    • Obstructed areas require dedicated water spray nozzles.
    • Pipes extending more than 600 mm must have independent supports.
  • Fire Barrier Walls:
    • Constructed with 355 mm brick or 200 mm RCC, extending at least 600 mm above protected equipment.
    • Minimum spacing varies with transformer oil volume, ranging from 6 m to 15 m.

Conceptual Clearance Diagram

graph LR
  A[Live Electrical Component] --- B[Minimum Air Gap]
  B --- C[Water Spray System]
  B --- D[Safety Zone]

Strict adherence to these clearance distances is critical to prevent electrical hazards during firefighting operations.

6Design Criteria and Installation Instructions

IS 15325: Essential Design and Installation Guidelines for Transformer Spray Systems


1. Design Data Validation (Clause 5.2.1.3)

  • Transformer measurements: length, width, height
  • Location and height of bushings
  • Dimensions and position of oil conservator tanks
  • Switch boxes, tap changers, explosion vents, and piping obstructions
  • Transformer ratings including kVA, voltage, and oil volume
  • Cable pathways and floor type (concrete, asphalt, etc.)
  • Height above ground and fire barrier wall details
  • Position of radiator or cooler banks
  • Color coding for pipes used in protection and detection
  • Sprayer characteristics: K-factor, cone angle, flow rate (LPM), reach

2. Installation Criteria (Clause 4.5.2)

ItemDescription
Deluge Valve LocationNear hazard, at least 6 m from equipment
Barrier WallsMasonry walls offering protection from impacts and weather
Isolation ValvesInstalled both above and below deluge valve for maintenance and testing
Valve LockingMust be strapped and locked in the open position during operation
Manual OverrideProvision for emergency manual activation
Bypass LineManually operated and locked closed
Maximum Flow LimitsDeluge valve sizes and corresponding flow limits:
Valve Size (mm)Max Flow (LPM)
15013,500
1005,000
801,150

| Indicators | Show valve position (open/closed) | | Priming Facility | To prime valve seat space | | Leakage Prevention | Prevent backflow into instrument air | | Instruction Plate | Durable signage with startup and shutdown steps |


3. Pipe Dimensions for Spray Rings (Clause 6.5.5.1)

Upper Ring Pipe Diameter (Table 2):

Flow (LPM)Pipe Size (mm)
0 - 10025
101 - 16032
161 - 25040

Lower Ring Pipe Diameter (Table 3):

Average Flow (LPM)Pipe Size (mm)
26025
44032
7Inspection, Testing, and Upkeep

IS 15325: Core Guidelines for Inspection, Testing, and Maintenance

1. Routine Testing and Maintenance (Clauses 7.2 & 7.3)

EquipmentTaskFrequency
ReservoirCheck water level, clear debrisWeekly; Cleaning every 2 years
PumpOperational test (run 5 min)Daily
Flow testAnnually
LubricationQuarterly
Gland packing checkWeekly
Complete overhaulEvery 2 years
EngineOperational run (5 min)Daily
LubricationQuarterly
Battery inspectionWeekly
Load testAnnually
OverhaulEvery 2 years
Fuel tank inspectionDaily
MotorLubricateWeekly
Starter contact checkWeekly
Insulation resistance testSemiannually
Main PipingFlushingEvery 2 years; daily checks
Pressure gauge checkDaily
LubricationQuarterly
Deluge ValvesOperational and alarm checkWeekly
OverhaulAnnually
CleaningQuarterly
SprayersCleaning and flow testingQuarterly
Spray SystemPerformance verificationQuarterly
Pressure GaugesCalibrationAnnually
PaintingFull system repaintingEvery 2 years

2. Operating Guidelines (Clause 7.2.1.2)

  • Operating and maintenance manuals must be accessible at control points and fire stations.
  • Trained staff should be responsible for system operation and upkeep.

3. Electrical Clearance Checks (Clause 5.2.1.5, Table 1)

Voltage (kV)Clearance Without Overvoltage Protection (mm)Clearance With Protection (mm)
10150150
20...
8Water Reservoirs and Pump Capacity

IS 15325: Key Specifications for Water Storage and Pumping Capacity

1. Required Effective Reservoir Volume (Clauses 6.2 & 6.9.6)

  • For positive suction (above pump casing):

    • If flammable fluid accumulation is less than 200 m³ at a single location, reservoir capacity must cover at least 90 minutes of the total pump output.
    • If fluid accumulation exceeds 200 m³, capacity must cover a minimum of 150 minutes of pump output.
  • For negative suction (above foot valve seat):

    • Reservoir volume must provide at least 40 minutes of total pumping capacity.

2. Location Definition (Clause 6.2)

  • All storage tanks within 50 meters are considered one location for capacity calculations.

Summary Table

ConditionRequired Reservoir Capacity (minutes)
Fluid hold-up < 200 m³≥ 90 minutes of pump capacity
Fluid hold-up > 200 m³≥ 150 minutes of pump capacity
Spray system with negative suction≥ 40 minutes of aggregate pump capacity

Notes

  • Total pump capacity is the combined output of all pumps serving the system.
  • Effective capacity excludes unusable storage volumes.
  • Capacity calculations depend on the suction type (positive or negative).
flowchart LR
    A[Storage Tanks] -->|Within 50m| B[Location Defined]
    B --> C{Fluid Volume}
    C -->|< 200 m³| D[Reservoir Capacity = 90 min pump output]
    C -->|> 200 m³| E[Reservoir Capacity = 150 min pump output]
    F[Negative Suction Spray System] --> G[Reservoir Capacity = 40 min pump output]

This standard ensures sufficient water availability for firefighting and protection systems.

9Protection of Specific Risks

Specific Hazard Protection per IS 15325 emphasizes maintaining safe electrical clearances around water spray and fire protection equipment to avoid electrical dangers.

Highlights:

1. Electrical Clearance (Clause 5.2.1.5 & Table 1)

  • Clearance is the air gap between water spray equipment and energized, uninsulated electrical parts.
  • Minimum clearance values depend on operating voltage and presence of overvoltage protection.
  • These clearances ensure operational safety during firefighting.
Voltage (kV)Min Clearance (mm) Without Overvoltage ProtectionMin Clearance (mm) With Overvoltage Protection
10150150
20215160
30325270
45520380
60700520
1101100950
15015501350
22022001850
40035003000

2. Equipment Placement (Clause 6.4.5.7)

  • Position equipment to maintain required clearances.
  • Special considerations apply for indoor and outdoor transformers affected by spray systems.

3. Structural Safeguards (Clause 6.4.6)

  • Structures must be designed to shield critical equipment from fire and spray damage.

Summary:

  • Maintain minimum electrical clearances as specified.
  • Arrange equipment to prevent spray contact with energized parts.
  • Employ structural measures to protect vital equipment.

flowchart TD
    A[Water Spray Equipment] -->|Maintain Clearance| B[Live Electrical Parts]
    B --> C{Voltage Level}
    C -->|Low Voltage| D[Clearance 150-700 mm]
    C -->|High Voltage| E[Clearance 700-3500 mm]
    F[Transformer] -.->|Special Clearance| B
    G[Structural Protection] --> B

These measures reduce electrical hazards during fire events.

10Fire Barrier Wall Specifications

IS 15325: Fire Barrier Wall Requirements and Tables


1. Construction of Fire Barrier Walls (Clause 5.2.3.5a)

  • Materials and Thickness:
    • Brick: 355 mm thick
    • Reinforced Cement Concrete (RCC): 200 mm thick
  • Height: Must extend at least 600 mm above the tallest equipment being protected.

2. Minimum Separation Distances (Clause 5.2.3.5b)

Transformer Oil Volume (liters)Minimum Clear Distance (m)
Up to 5,0006.0
5,001 to 10,0008.0
10,001 to 20,00010.0
20,001 to 30,00012.5
Over 30,00015.0
  • Fire barrier walls are mandatory if spacing is less than these values.

3. Water Demand for Multiple Transformers (Clause 5.2.3.5c)

  • If walls or clearances are insufficient, water flow and pressure must be sized for the combined fire demand.

4. Definition of Fire Barrier (Clause 3.12)

  • A continuous physical wall or floor designed to restrict the spread of fire.

Diagram: Fire Barrier and Equipment Arrangement

graph LR
  A[Transformer 1] ---|≥6 m| B[Transformer 2]
  B ---|≥6 m| C[Transformer 3]
  subgraph Fire Barrier Wall
    FW[355 mm Brick / 200 mm RCC Wall]
  end
  A --- FW --- B

Additional Notes:

  • Structural steel exposed to flames should be wetted at a minimum rate of 10.2 liters/min/m² (Clause 6.4.6.3).
  • Sprinkler piping should be structurally supported to maintain integrity during fire (Clause 6.4.7.1).

These provisions prevent fire propagation between transformers through physical barriers or adequate spacing combined with water spray protection.

11Zoning and Water Spray Area Controls

IS 15325: Guidelines on Zoning and Water Spray Area Management

1. Sprayer Spacing Rules (Clause 6.5.3.2a)

  • Longitudinal spacing of sprayers depends on spray angle and distance from the tank surface:
Angle (°)0.65 m0.55 m0.45 m
600.900.800.70
751.151.000.85
901.451.251.05
1102.001.701.45
1252.652.251.90

2. Sprayer Application Charts (Clause 6.5.3.2b)

  • Charts C, D, and E relate the K-factor to tank diameter and sprayer distance.
  • Use the next higher K-factor if the exact is unavailable.
  • Interpolation is permitted if sprayer distances vary.

3. Water Application Density (Clause 6.4.2)

  • Density depends on:
    • Type of flammable liquid
    • Protection goals (e.g., controlled burning, exposure protection)
    • Ceiling height and fire area
    • Type of container

4. Piping and Structural Supports (Clause 6.4.7.1)

  • Pipes must be supported by building structures capable of bearing water-filled pipes during fire without impairing sprinkler function.

Approximate Sprayer Spacing Formula:

[ S = f(\theta, d) ]

Where:

  • ( S ) = Sprayer spacing in meters
  • ( \theta ) = Spray discharge angle in degrees
  • ( d ) = Distance from tank surface in meters (0.45, 0.55, or 0.65 m)

Conceptual Diagram: Sprayer Placement

graph TD
    A[Tank Surface] -->|0.45 m| B[First Sprayer Row]
    A -->|...
12Piping Arrangement and Support Systems

IS 15325: Guidelines for Piping Layout and Support Structures

1. Piping Configuration (Clauses 6.5.4, 6.6.4, 6.4.7)

  • Design layout to minimize stress on pipes from thermal expansion.
  • Provide adequate clearance for insulation, maintenance, and thermal movement.
  • Avoid sharp bends; employ long-radius bends to reduce stress.
  • Supports should accommodate axial expansion where thermal movement occurs.
  • Maintain appropriate slope for drainage and venting.

2. Pipe Support Types (Clauses 6.7.3, 6.5.4)

  • Supports must bear the weight of the pipe, fluid inside, and insulation.
  • Support types include rigid supports, springs, guides, and anchors.
  • Support spacing depends on pipe diameter and material.

3. Typical Support Spacing Examples

Pipe Diameter (mm)Max Support Spacing (m)
Up to 503.0
50 to 1003.5
100 to 2004.5
Above 2006.0

4. Formulas

  • Load on Support (W):

[ W = W_{pipe} + W_{fluid} + W_{insulation} ]

  • Thermal Expansion (( \Delta L )):

[ \Delta L = \alpha L \Delta T ]

where ( \alpha ) is coefficient of thermal expansion, ( L ) is pipe length, and ( \Delta T ) is temperature change.


flowchart LR
    A[Piping Design] --> B[Allow for Thermal Expansion]
    A --> C[Provide Adequate Clearance]
    B --> D[Use Expansion Loops]
    C --> E[Access for Maintenance]
    F[Supports] --> G[Carry Loads]
    F --> H[Permit Movement]
    G --> I[Spacing Based on Diameter]

Summary: The standard emphasizes a layout that reduces stress and specifies support types and spacing to ensure structural integrity and accommodate thermal effects.

13Detectors and Sprinkler Head Placement

IS 15325: Key Points on Detectors and Sprinkler Heads

1. Fire Detection Systems (Clause 4.3)

  • Detect fires by sensing smoke, heat, or radiation.
  • Sprinklers often serve as detectors in water spray systems.
  • Specialized detectors (smoke, rate-of-rise) are permitted if design details are provided.
  • Applicable in general areas, vessels, transformers, and spot protection.

2. Sprinkler and Sprayer Details

Piping and Support (Clause 6.4.7.1)

  • Pipes must be supported by building structures.
  • Structures should support water-filled pipes without compromising sprinkler operation during fires.

Sprayer Discharge Angles and Heights (Clause 6.4.7.1)

  • Discharge angle affects coverage; a typical 100° angle is used for sprayers below 1 m height.
  • Sprinklers above 13 m height require deflectors.

Sprayer Spacing (Clause 6.5.3.2)

Discharge Angle (°)Spacing at 0.65 m (m)0.55 m (m)0.45 m (m)
600.900.800.70
751.151.000.85
901.451.251.05
1001.701.451.20
1252.652.251.90
  • Use next higher K-factor if exact value is unavailable.
  • Sprayer charts relate K-factor, vessel diameter, and sprayer distance.

3. Design Considerations (Clause 6.4.3.8)

  • Cross-check detailed drawings including layouts, structure, piping, and valves.
  • Hydraulic calculations require node diagrams.
  • Provide sprayer/sprinkler characteristic curves (K-factor, orifice size, spray angle).
  • Include chemical properties of handled liquids.
  • Clearly document design philosophy.

Typical Sprinkler Design Parameters

ParameterTypical Value/Note
14Spare Parts and System Reliability

IS 15325: Spare Parts and Equipment Dependability - Key Highlights

1. Spare Parts Inventory (Clause 4.2.3.13)

  • Fuel filters, elements, and seals: 2 sets
  • Lubricating oil filters, elements, and seals: 2 sets
  • Belts (if applicable): 2 sets
  • Complete set of engine gaskets, joints, and hoses: 1 set
  • Injector nozzles: 2 pieces
  • Piston rings (per cylinder): 1 complete set
  • Valves: 1 inlet and 1 exhaust valve

2. Equipment Protection Measures (Clause 6.4.5.7)

  • Implement protective measures to ensure reliability and prevent damage.

3. Spare Parts Availability (Clause 4.2.2.19)

  • Keep essential spare parts, including a set of fuses, in a glass-fronted cabinet at the pump house for immediate use.

4. Sprayer Arrangement and Reliability (Clause 6.5.3.2)

  • Sprayers are spaced according to discharge angle and distance from the tank surface.
Angle (°)Distance from Tank (m) for K-factors 0.650.550.45
600.900.800.70
751.151.000.85
901.451.251.05
1202.402.051.70
1252.652.251.90
  • Select a higher K-factor if an exact match is unavailable.
  • Protect vessel ends with appropriate sprayer placement.

Spare Parts Supply Flow Diagram

flowchart LR
    A[Engine Assembly] --> B{Spare Parts Available}
    B --> C[Fuel Filters (2 sets)]
    B --> D[Oil Filters (2 sets)]
    B --> E[Belts (2 sets)]
    B --> F[Engine Gaskets & H
15Annexes and Committee Details

IS 15325: Details on Annexes and Committee Composition

  • Annex A: Lists referenced standards incorporated by reference. These standards' editions at time of publication are authoritative, though users should verify for newer versions.

    • Examples include fire safety codes and material standards.
  • Annex B: Details the committee responsible for the standard’s preparation:

    • Fire Fighting Sectional Committee, CED 22
    • Composed of experts from government, industry, and academia specializing in fire safety.
  • Clause 5.2.3: Covers general layout and design principles detailed in the main text.

Annex Summary Table

AnnexDescription
Annex AReferenced standards with edition information
Annex BCommittee membership (CED 22 Fire Fighting)

For detailed formulas or design tables, refer to the main body of IS 15325 or referenced standards in Annex A.

Popular Questions About IS 15325

?What are the minimum water discharge densities required for vessel protection?

Per IS 15325, Clause 10.2, the minimum water discharge density for protecting vessels is 10.2 liters per minute per square meter. This applies when vessel tops are situated more than 5 meters below the ceiling or platform and includes coverage of both the top and sides of the vessels. Additionally, the same density is required for obstructions wider than 1 meter beneath ceiling sprayers, undersides of vessels or equipment raised at least 300 mm above the floor, and for pumps, valves, and manifolds which must be fully wetted to ensure effective cooling and fire suppression.

?How should detectors and sprinklers be positioned relative to the protected equipment?

According to IS 15325, detectors around transformers must be installed as close as possible to the transformer shell while maintaining required electrical clearances. Detectors should be spaced no more than 2.5 meters apart and within 300 mm of the transformer surface. Additional detectors are necessary at identified hazard points such as tap changers, cable boxes, vents, and oil piping flanges. Coolers and radiator banks require detectors at two vertical levels, while conservator tanks should have detectors spaced at 2.5 meters installed underneath. Sprinkler heads should be arranged to cover the protected equipment effectively without interfering with detector spray patterns.

?What materials and pipe thicknesses are specified for detection and spray networks?

IS 15325 specifies that detection network piping must have a minimum diameter of 25 mm and a pipe thickness of at least 6 to 8 mm when air, nitrogen, or water is used for detection triggering of deluge valves. Detection piping should run alongside but independently from underground water spray mains and be protected from mechanical damage. Water spray system piping from the pump house to the deluge valve should be underground or in masonry culverts with removable noncombustible covers. Acceptable pipe materials include cast iron (Class A or B depending on diameter and pressure), centrifugal cast iron with Tyton joints, wrought or mild steel pipes (galvanized or not), and welded steel pipes. Radiographic testing is required for 10% of welded joints, with half of those on-site. Above-ground spray piping should be medium-grade wrought or mild steel, supported at intervals not exceeding 3.5 meters, and maintain minimum clearances of 6 meters for high velocity and 15 meters for medium velocity spray systems from buildings or boundaries.

?How are electrical clearances maintained to ensure safety around live components?

To maintain safety near energized components, IS 15325 requires minimum air clearances between water spray system parts and live uninsulated electrical parts, as detailed in Clause 5.2.1.5. Clearances depend on system voltage and the presence of overvoltage protection, following National Electrical Code guidelines. For example, at 10 kV, a minimum clearance of 150 mm is necessary, increasing up to 3500 mm at 400 kV. Where overvoltage protection exists, reduced clearances apply. Special considerations are given to transformer areas, ensuring detectors and spray piping maintain these distances to prevent electrical hazards during fire protection system operation.

?What are the recommended maintenance and inspection intervals for system components?

IS 15325 recommends regular maintenance and inspection schedules to ensure system reliability. Weekly tasks include visual inspections for damage and pressure gauge readings at each deluge valve. Pumps and engines should be run daily for at least 5 minutes, with lubrication quarterly and overhauls every two years. Reservoir water levels should be checked weekly, with cleaning every two years. Deluge valves require weekly operational and alarm checks, annual overhauls, and quarterly cleaning. Sprayers should be cleaned and flow-tested quarterly. Pressure gauges need annual calibration, and the entire installation should be repainted every two years. Operating and maintenance instructions must be readily available, and trained personnel should manage system upkeep.

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