Fluid Dynamics in Industrial Condensate Removal: Optimizing Valve Orifice Sizing and Sludge Resistance
Condensate removal valve orifice sizing is governed by the Bernoulli-derived orifice equation Q = C_d × A × √(2ρΔP), where C_d is the discharge coefficient (0.6–0.85 for steam trap orifices). Two-phase flash steam reduces effective capacity by 30–70%. Sludge resistance requires hardfaced seats (Stellite 6), smooth internal geometries, and upstream strainers. Proper sizing methodology accounts for start-up load (3–5× running), differential pressure, and flash steam ratio.
24/07/2026
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