Water treatment is the last line item in the tender, the first thing value-engineered out, and the only system in the building whose neglect degrades every other system simultaneously. A millimetre of scale on a condenser tube is not a maintenance issue — it is a 25 % increase in chiller power for the same cooling, invisible on every gauge, arriving so slowly that nobody notices the building got worse. Meanwhile the corrosion nobody measured is taking wall thickness off risers that were designed to last sixty years and are buried in a core that will never be opened.

1 · Three problems, one system

These interact. Scale shelters bacteria; biofilm creates the local chemistry that drives pitting; corrosion products become the suspended solids that foul the exchangers. Treating one and ignoring the others does not work, which is why a treatment programme is a system rather than a dosing pump.

2 · Interactive: what fouling actually costs

A fouling layer adds a thermal resistance in series with the tube wall. The temperature penalty it produces is simply that resistance multiplied by the heat flux, and the chiller pays for it in condensing temperature:

\[ \Delta T_{approach} \;=\; R_f \cdot \frac{q}{A}, \qquad R_f = \frac{t_{scale}}{k_{scale}} \]
Chiller power penalty vs scale thickness
Rf = t/k with k ≈ 2.0 W/m·K for calcium carbonate; approach penalty = Rf × heat flux; chiller power penalty taken at a rate per kelvin of condensing temperature. The dashed line is the ASHRAE design fouling allowance.
Deposit on the condenser tube. A visible film is already 0.1–0.3 mm.
Calcium carbonate ≈ 2.0–2.9; silica and biofilm far lower, so they hurt more per millimetre.
Heat transferred per square metre of tube. Higher flux means fouling hurts more.
Compressor power increase per kelvin of raised condensing temperature.
Fouling resistance
0.00025 m²K/W
Approach penalty
5.0 K
Chiller power
+12.5 %
On 1,200 kW
150 kW
Condition

Half a millimetre of scale — a deposit you would describe as "a bit of a film" — raises the condensing approach by 5 K and the chiller's power by 12.5 %. On a 1,200 kW compressor that is 150 kW, continuously, for as long as the scale is there. Take it to a full millimetre and the penalty is 25 %. Now compare that with the cost of a treatment programme, which is a rounding error beside it. Note the conductivity slider: silica scale and biofilm conduct far worse than calcium carbonate, so a thin biofilm can cost more than a much thicker layer of hard scale — which is why microbiological control is an energy measure and not only a health one.

3 · Interactive: side-stream filtration

Suspended solids — airborne dust scrubbed out by the cooling tower, corrosion products, biological debris — settle in low-velocity areas, foul exchangers and shelter bacteria from biocide. Filtering the whole flow is uneconomic; filtering a side stream continuously is not.

Side-stream filtration: turnover and filter size
Filter flow = a percentage of the main circulating flow. Turnover time = system volume ÷ filter flow — the time for a volume equal to the whole system to have passed through the filter once.
Open Hydraulic retention time as a calculator
Condenser or chilled water circulation rate.
Typical practice is 3–10 %. Tower basins and dusty sites need the upper end.
Total water in the circuit including tower basins and any storage.
Sand filters ≈ 10–20 µm; centrifugal separators only ~40 µm and above.
Filter flow
10.0 L/s
Turnover time
11.1 h
Turnovers per day
2.2
Filter pump power
3.8 kW
Assessment

A 5 % side stream on a 200 L/s condenser circuit is a 10 L/s filter turning the system over roughly twice a day — enough to hold suspended solids down and to keep biocide effective, for about 3.8 kW. The cut point matters as much as the flow: a centrifugal separator removes sand and heavy grit but passes the fine particles that actually foul plates and shelter biofilm, so a separator is a pre-filter, not a filtration strategy. Take the suction from the point where solids collect — the tower basin sweep or the sump — rather than from a convenient tee on a clean main, which filters water that was already clean.

4 · Interactive: corrosion and asset life

Wall loss and remaining life vs corrosion rate
Uniform corrosion at a constant rate. 1 mil per year (mpy) = 0.0254 mm/yr. Pitting is far more dangerous than uniform loss and is not represented here — a low average rate can still perforate a pipe.
Coupon-measured. Under 1 mpy excellent, 1–3 acceptable, over 5 a failing programme.
Corrosion allowance before the pipe reaches its minimum thickness.
Intended service life of the pipework.
Ratio of deepest pit to average loss. Under-deposit and microbiologically influenced corrosion push this high.
Uniform rate
0.051 mm/yr
Life, uniform
59 yr
Life with pitting
15 yr
Loss by design life
3.0 mm
Verdict

At a respectable 2 mpy the uniform wall loss uses the whole 3 mm allowance in about 59 years — apparently fine for a 60-year building. Apply a pitting factor of four, which is entirely normal under deposits or where microbiologically influenced corrosion is present, and the first perforation arrives in 15 years. That gap is the reason coupon monitoring alone is not enough: an average rate says nothing about the deepest pit, and it is the deepest pit that floods the floor. Measure corrosion with coupons, but control it by removing what makes pits — oxygen, deposits and biofilm — rather than by watching a number.

5 · Closed systems: different problem, worse neglect

Chilled-water and heating circuits are closed, so the received wisdom is that they need little attention. That is true only if they were commissioned properly and have stayed closed:

6 · Open systems: the chemistry that decides the water bill

Cooling tower chemistry sets both the fouling risk and the water consumption, and the two pull in opposite directions. Running at higher cycles of concentration saves large volumes of water — the calculation in cooling towers — but concentrates the very ions that scale. What makes high cycles possible is the treatment programme:

7 · Installation & execution tricks

8 · The design & installation checklist

The one-line summary Water treatment is not a maintenance contract, it is an energy and asset-life system: half a millimetre of scale costs 12.5 % of your chiller power continuously and a full millimetre costs 25 %, while a pitting factor of four turns a comfortable 59-year corrosion allowance into a 15-year one. Everything that makes it work has to be designed in rather than bolted on — sample points, coupon racks, dosing pots, a metered make-up on every closed circuit, side-stream filtration drawn from where the dirt actually is, and trended approach temperatures, which are the only way anyone will ever notice that the building is quietly getting worse.

References & standards

  1. ASHRAE Handbook — HVAC Applications, Water Treatment chapter — scale, corrosion, biological control, cycles of concentration and side-stream filtration.
  2. ASHRAE Standard 188 and Guideline 12 — building water system risk management; HSE ACOP L8 and HSG274 Part 1 for evaporative cooling systems.
  3. BSRIA BG 29 Pre-Commission Cleaning of Pipework Systems — cleaning stages, chemical cleaning, passivation and cleanliness acceptance criteria.
  4. NACE / AMPP standards on corrosion monitoring, coupon testing and microbiologically influenced corrosion.
  5. ASHRAE Handbook — Fundamentals and TEMA — fouling factors and their effect on heat exchanger performance.
  6. CIBSE Guide B and Commissioning Code W — water distribution systems, cleanliness and commissioning.
  7. Cooling Technology Institute guidance on tower water chemistry, blowdown control and basin cleanliness.
  8. Saudi Building Code SBC 501 and local regulations on cooling tower water, blowdown discharge and alternative makeup sources.
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