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Hydraulic Calculations – Water Sprinkler System (Offshore Vessel)

Project: TELFORD 30 – DP3 Pipelay / Construction / Accommodation Vessel
Location: Offshore (Marine Classed)
Standards / Class: ABS Class, Tyco sprinkler specifications; piping to GB5312/ANSI A106 (hot-dip galvanized)

Scope of Work

  • Modeled the most remote area (C-Deck) for hydraulic demand verification of the accommodation sprinkler system.

  • Classified accommodation spaces as Light Hazard with wet-pipe sprinklers and verified deck-wise distribution.

  • Performed head-loss and pressure checks across DN25–DN80 distribution, vertical risers, and sectional isolation/testing valves.

  • Prepared isometric and deck plans with nozzle counts and main riser routing for all protected decks.

Design Basis

  • System type: Wet-pipe sprinkler system (Accommodation)

  • Remote area: C-Deck

  • Occupancy: Light Hazard

  • Design density: 0.10 gpm/ft² over 1,500 ft²

  • Sprinklers: K5.6, Standard Response, pendent; max. 225 ft²/head (calc basis used ~156.3 ft²/head spacing)

  • End-head minimum pressure: Using Q=KPQ = K\sqrt{P}Q=KP​ → 15.63 gpm @ 7.79 psi per end sprinkler

Hydraulic Demand Highlights

  • Remote-area base flow: 1,500 ft2×0.10=150 gpm1,500\ \text{ft}^2 \times 0.10 = \mathbf{150\ gpm}1,500 ft2×0.10=150 gpm (≈ 10 operating sprinklers × 15.63 gpm).

  • End sprinkler (calc start): 15.63 gpm @ 7.79 psi.

  • Network: DN25 branches, DN32/50/65 distribution, DN80 mains and risers as shown on isometric; flushing/test take-offs provided per deck.

Protected areas (sample counts):
Bridge Deck – 15 nozzles | Forecastle – 30 | A-Deck – 68 (plus 6 @ 141 °C) | B-Deck – 62 | C-Deck – 69 | Main Deck – 33.

Fire Pump & Controls

  • Sprinkler Main Pump: 100 m³/h @ 7 bar (≈ 440 gpm @ ~102 psi)

  • Jockey Pump: 3 m³/h @ 7 bar (≈ 13 gpm @ ~102 psi) for pressure maintenance

  • Water sources: Sprinkler tank connections with sea-chest and sanitary system supply provisions; sectional isolation, non-return, and test/globe valves per deck for testing & rinsing.

Materials, Testing & Class

  • Pipe: Carbon steel seamless, hot-dip galvanized (ANSI A106 Gr.B / GB5312).

  • Valves & fittings: PN10 flanges, graphite gaskets (asbestos-free), AISI 316 internals, brass nameplates.

  • Pressure regime: Working/design to 10 bar; workshop hydrotest to 15 bar; onboard testing per ABS (≥1.25× working).

Deliverables

  • Hydraulic calculation sheets (remote area, node-by-node losses, residuals).

  • Isometric & deck plans marking risers, sectional valves, test points, and nozzle schedules.

  • Pump sizing note with duty curve alignment and jockey control philosophy.

  • Submission pack for Class/AHJ: drawings, specs, and test procedures.

Outcome

A compliant, class-ready sprinkler system for accommodation spaces that meets the Light-Hazard density, achieves minimum end-head pressure, and provides deck-wise testing and isolation—ensuring reliable fire protection across all occupied areas of the vessel.

👉 View Design and Calculations.

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