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อัปเดต 2026-09-07

Sprinkler Hydraulic Calculator

NFPA 13 §23 (2013/2016 numbering — Ch. 23 is ESFR in 2022/2025; the current equivalent is not yet confirmed)

Back-calculates a wet-pipe sprinkler system from the most-remote sprinkler (at the required residual pressure) inward through the branch line, cross-main, and riser to the base-of-riser total demand, then checks delivered density against the occupancy hazard class.

คำนวณอย่างไร

Single-pass NFPA 13 §23.4.3 walk (2013/2016 numbering — Ch. 23 is ESFR in 2022/2025; the current equivalent is not yet confirmed): starting at S1 (most-remote sprinkler, given pressure), each upstream sprinkler's pressure is recovered by adding the Hazen-Williams friction + elevation loss of the intervening pipe segment to the previous pressure, then re-evaluating Q=K√P — repeated sprinkler-by-sprinkler along the branch, then symmetric-branch-by-branch along the cross-main, then along the riser to the base. Hose-stream allowance is added at the base of riser only (excluded from the density check).

สมการ
Sprinkler discharge law
NFPA 13 §23.4.4.1 (2016 numbering — the 2025 equivalent is not yet confirmed); Q in gpm, P in psi at the sprinkler orifice, K the sprinkler K-factor (e.g. K=5.6 for standard-spray).
Hazen-Williams friction loss
NFPA 13 (2025) §28.2.2.1; accumulated branch-by-branch from the most-remote sprinkler to the riser base. C = 120 for unlined steel (wet-pipe default).
Delivered design density
NFPA 13 (2025) §19.2.3 density-area method (§23.4.4.4 is the 2016 numbering; its 2025 equivalent is not yet confirmed); sprinkler-only flow (hose stream excluded) over the design area must meet or exceed the hazard-class density.