High-Pressure Boiler Feedwater Pump for Combined-Cycle Power Plant

Engineering Case Study

Case Study Fluid Handling

Scenario

A 650 MW combined-cycle power plant in Houston, Texas requires a main boiler feedwater pump (BFP) to supply three 2,200 psia (152 bar) drum-type HRSGs. The pump must handle saturated water at 180°C (ρ = 887 kg/m³) with minimal recirculation during load transients. Critical constraints include: zero tolerance for cavitation (due to catastrophic rotor damage risk), strict API 610 BB4 specification compliance, and integration with variable-speed drive (VSD) for turndown to 40% flow. Space is constrained in the turbine hall basement.

Given Data

  • Flow rate: 860 m³/h (at MCR, including 10% spare capacity)
  • Head: 1,420 m (equivalent to 152 bar × 10.2 m/bar, plus 35 m friction and 12 m safety margin)
  • Fluid density: 887 kg/m³ (verified via IAPWS-95 at 180°C, 152 bar)
  • Efficiency: 81% (multi-stage centrifugal, API 610 12th ed., VSD-coupled, mechanical seal optimized)

Calculation

Using the Pump Sizing Calculator:

  • Power = (ρ × g × Q × H) / (η × 1000)
    = (887 × 9.81 × (860/3600) × 1420) / (0.81 × 1000)
    = (887 × 9.81 × 0.2389 × 1420) / 810
    ≈ 3,621.7 kW → 3621.74 kW
  • Pump size: Based on HI 9.6.3 multi-stage sizing charts and API 610 BB4 frame requirements → BB4-650-8 (650 mm casing, 8 impeller stages)
  • NPSHr: Calculator outputs 22.43 m, consistent with Sulzer HGC-650 test data at rated point (NPSHr = 22.3 m @ 860 m³/h, 180°C).

Result and Decision

The calculated NPSHr (22.43 m) was verified against available NPSHa: deaerator elevation (24.5 m above pump centerline) − velocity head (0.8 m) − friction (1.1 m) − vapor pressure head (0.2 m) = 22.4 m, yielding only 0.03 m margin. To ensure reliability, engineers elevated the deaerator by 0.5 m (achieving 22.9 m NPSHa) and specified a low-NPSHr first-stage inducer (reducing NPSHr to 19.8 m). A Sulzer HGC-650-8 with integrated VSD and dual mechanical seals was procured.

Lesson

For high-energy, high-temperature services, NPSH margin below 0.5 m is operationally unacceptable — always apply a minimum 0.5–1.0 m design margin on top of calculated NPSHa, and validate fluid properties using industry-standard equations (e.g., IAPWS) rather than room-temperature defaults.

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