AS 2118.1 Sprinkler Spacer — metric + friction demand

Optimum spacing + friction-informed system demand, plus hung-obstruction clearances (Table 5.7.2 / Cl 5.7.9.3). Units: m · m² · mm · mm/min · L/min · kPa · K · Hazen–Williams.

Inputs

0 = off; else snap spacing to module (ceiling heads).
Sloping roof/bay (>6° slope or bay ≤9 m) uses Table 10.2.3 arrays for OH; LH & HH design unchanged. AS 2118.1 Cl 5.5.3(b) requires spacing measured horizontally (default). "Along roof line" spaces sprinklers by physical surface distance (more heads on steep roofs) — conservative, NOT the code default. Deflectors parallel to slope (Cl 5.5.3a); slope >1 in 3 (~18.4°) needs an apex line (Cl 5.5.3c).

Spacing optimiser (metric SpLayout)

– m × – m    Total: – sprinklers
ItemLength (L)Width (W)
Sprinklers––
Spacing (m)––
Between heads (m)––
Max from wall (m)––
L →

Coverage, pressure & nominal demand

ParamValue
Coverage / sprinkler (m²)–
Flow / head (L/min)–
Remote pressure @ optimum (kPa)–
Remote pressure @ worst-case max spacing (kPa)–
Operating / flowing heads–
Nominal demand (L/min / L/s)–

Nominal only (NO friction) — for feasibility.

Friction loss & overall demand (early estimate)

Model the most remote path head → branch → cross-main → main/riser → source. Enter each pipe leg's size, its approximate length, fittings (90° elbows/bends and tees), and how many operating heads feed that leg (flow = heads × remote-head flow). Uses Hazen–Williams. SEED C-factor/dia; VISUAL CHECK against AS 2118.1 before relying.

covers backflow, devices, unknowns (edit per project). Friction = Cl 14.10 Hazen–Williams; fitting equivalent lengths = Table 14.11.1 (C-adjusted).

Pipe path legs

DN (mm)Length (m)90° elbowsTeesHeads on leg
ParamValue
Remote head pressure (kPa)–
Friction loss, total (kPa)–
Elevation loss (kPa)–
Margin / backflow (kPa)–
TOTAL DEMAND PRESSURE (kPa)–
TOTAL (bar)–
Design flow (L/min / L/s)–
Peak velocity (m/s)–

Very rough — for pricing/feasibility only, NOT a design calculation. Verify with a full hydraulic calc.