ℹ️ About This Calculator
The sprinkler system calculator determines the design flow rate and operating pressure required at the sprinkler alarm valve. The hydraulic calculation begins at the most remote (hydraulically disadvantaged) sprinklers in the design area and works back to the riser, accumulating flow and friction losses at each pipe section per IS 15105 and NFPA 13.
IS 15105 (2002) is the Indian standard for automatic sprinkler systems, based on NFPA 13 principles. Wet pipe systems (most common): always water-filled, fastest response. Dry pipe: air-pressurised, for freezing areas. Pre-action: requires dual detection before water enters pipe, for computer rooms and valuable equipment. The TAC (Tariff Advisory Committee) offers insurance premium discounts for sprinklered buildings. All sprinkler designs must be submitted to the local fire brigade for approval.
📐 Sprinkler Hydraulic Calculation Method
IS 15105 / NFPA 13
Flow from Each Head: Q_head = K × √P [K-factor method] Q_head = density (mm/min) × coverage area (m²) Design Area: Most hydraulically remote area = design area × density LH: density 2.25 mm/min × 84 m²; OH1: 5.0 mm/min × 72 m² OH2: 5.0–7.5 mm/min × 144–216 m² Pipe Friction (Hazen-Williams): hf = 6.05 × 10^4 × Q^1.85 / (C^1.85 × d^4.87) × L C = 120 (steel); C = 150 (plastic); Q in L/min, d in mm Total Demand at Pump: Q_total = Q_sprinkler + Q_hose_allowance H_total = static head + friction losses + residual pressure
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