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Sprinkler flow, number of heads and water tank calculator

Enter the hazard group and floor area to get design flow, head pressure, tank volume, pump power and a material list per TCVN 7336:2021.

Updated Technical review: KS. Dương Văn TiếnFree, no sign-up
Quick answer

Group 2, 1,500 m² floor: about 14.4 L/s (52 m³/h), sprinkler tank 52 m³ for 60 min, pump about 8.5 kW at 39 m head, and 125 K80 heads.

Inputs

Density, design area and duration from the TCVN 7336 table ⚠
m²
m
bar
Calculate exactly with the Pipe loss tool
η
bar
Minimum value ⚠ check against TCVN 7336

Enter your data, then press Calculate (or Enter).

Preliminary results

Flow14.4L/s
Head pressure1.17bar
Tank volume52m³
Pump (approx.)8.5kW
StepResultBasis
Density q, design area F, duration tq = 0.12 L/s·m²; F = 120 m²; t = 60 min; S = 12 m² ⚠TCVN 7336:2021 ⚠
Required flowQ = q·F = 0.12 × 12014.40 L/sTCVN 7336:2021
Heads operating simultaneouslyn = ⌈F/S⌉ = ⌈120/12⌉10 headsTCVN 7336:2021
Flow per headq₁ = q·S·60 = 0.12 × 12 × 6086.4 L/minq = K√P
Head pressureP = max((q₁/K)², Pmin) = max((86.4/80)², 0.50)1.17 barQ = K√P · TCVN 7336 ⚠
Design flowQ = max(n·K·√P/60, q·F)14.40 L/s = 51.8 m³/hTCVN 7336:2021
Water volumeW = Q·t·60/100051.8 m³TCVN 7336:2021 ⚠
Pump headH = P·10.2 + Hhh + ΔP·10.239.2 mBernoulli
Pump shaft powerN = ρ·g·Q·H/η8.52 kWN = ρgQH/η
Total heads for the floor⌈A/S⌉ = ⌈1,500/12⌉125 headsTCVN 7336:2021 ⚠
Sources and assumptions. Density, design area, duration and coverage per head: TCVN 7336:2021 (⚠ values to be checked against the original). Head flow Q = K√P (L/min, bar). Tank volume excludes hose reel and external hydrant demand. ⚠ = code table value to be checked against the original standard. Preliminary results for material selection and budgeting; not a substitute for an approved fire protection design.

Suggested materials

Sprinkler head K80, 68°CIncludes 5% spares132 pcs
Galvanized steel pipe DN65 (main)Preliminary sizing at v ≤ 5 m/s for 864 L/minper drawing
Wet alarm valve set DN65With flow switch and test valve1 set
Fire pump set 52 m³/h – 39 mElectric pump 9.8 kW (15% margin), standby pump, jockey pump1 set

Frequently asked questions

How much water does a hazard group 2 sprinkler system need?

A density of 0.12 L/s·m² over a 120 m² design area gives 14.4 L/s. A 60-minute supply needs about 52 m³. Preliminary figure per TCVN 7336:2021, excluding hose reels and external hydrants.

What pressure does a K80 sprinkler need?

Head flow Q = K×√P. A K80 head delivering 96 L/min needs P = (96/80)² = 1.44 bar at the head.

How many m² does one sprinkler cover?

Under TCVN 7336:2021, hazard groups 1–3 allow about 12 m² per head and group 4 about 9 m² per head. Check the original table and head spacing.

Can I submit these results for approval?

No. The results are preliminary for material selection and budgeting. Approval drawings must be prepared by a qualified design consultant under Decree 105/2025/ND-CP (amended by Decree 347/2026/ND-CP).

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