Module 2.5 — Continuous vs. intermittent blowdown, calculating blowdown rate, and balancing water/chemical loss against solids buildup.
Click either blowdown method to see what it does. Most plants run both, doing different jobs — continuous skims dissolved solids near the surface, intermittent flushes settled sludge from below.
Every treatment program covered so far in this track — phosphate, caustic, and by contrast AVT's lack of it — depends on blowdown as the mechanism that actually removes concentrated solids from the boiler. Without blowdown, TDS and any precipitated sludge would simply accumulate indefinitely in the drum. Blowdown is the release valve that makes drum-boiler treatment programs work at all; the question is never whether to blow down, but how much, how often, and by which method.
Continuous blowdown draws a steady stream from just below the boiler water surface, where dissolved solids concentrate most as steam continuously leaves the drum. It's typically controlled by a throttling valve sized to maintain a target TDS or conductivity setpoint, and because it's continuous, it enables tight, stable chemistry control — the drum never swings widely between blowdown events.
Intermittent (or bottom) blowdown draws periodically from the mud drum or low headers, where settled sludge — including the calcium phosphate precipitate from Module 2.1 — accumulates by gravity rather than staying suspended. Intermittent blowdown does a job continuous blowdown physically cannot: continuous blowdown draws from near the surface and never touches settled solids sitting at the bottom of the system.
Blowdown rate is fundamentally a mass balance problem: solids entering the boiler with feedwater must equal solids leaving via blowdown (assuming steam leaves essentially solids-free), or the boiler water TDS will simply keep climbing. The relationship is commonly expressed as a percentage of feedwater flow:
In practice, most fossil units run somewhere around 1 to 3 percent of feedwater flow as blowdown, though the exact figure depends heavily on feedwater/makeup TDS, the specific treatment program's TDS target, and unit-specific design. A unit with excellent makeup water quality (low incoming TDS) can run tighter blowdown than one with looser pretreatment control, directly connecting back to Module 1.3.
Optimizing blowdown isn't a one-time calculation — it should be revisited whenever makeup water quality, condenser condition, or treatment program targets change, since the mass balance shifts every time any of those inputs does.