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Cooling Tower Evaporation, Blowdown & COC Calculator

CTI STD-201 & ASHRAE 90.1 Mass Water Balance, Cycles of Concentration & Water Savings Optimization

Evaporation Loss (E)
192.0 GPM
43.6 m³/h (1.60% of Circ)
Blowdown Rate (B)
63.9 GPM
14.5 m³/h (at 4.0 COC)
Fresh Makeup Demand (M)
256.0 GPM
58.1 m³/h (122.9M Gal/yr)
Annual Savings @ Target COC
$70,400 / yr
9.58M Gal/yr Conserved
Makeup & Blowdown Water Demand vs Cycles of Concentration (COC) Blue: Total Makeup (GPM) | Amber: Blowdown Discharge (GPM)
Thermodynamics & Drift
Cooling Range (ΔT): 20.0 °F (11.1 °C)
Heat Rejection Duty: 120.0 MMBtu/h (35.2 MW)
Tons of Refrigeration: 10,000 Tons
Drift Loss (D): 0.06 GPM (86 gal/day)
Water Chemistry & Scaling
Basin Water TDS: 1,000 ppm
Basin Silica Level (SiO2): 72 ppm (<150 ppm Limit)
Silica Scaling Risk: SAFE (Below 150 ppm)
Target COC Silica Limit: 8.3 Max COC
Operating Costs & Conservation
Annual Water Utility Cost: $799,000 / year
Annual Chemical Cost: $104,500 / year
Total Annual Operating Cost: $903,500 / year
Makeup Reduction %: -7.8% Water Demand

5 Fatal Traps & Engineering Pitfalls in Cooling Tower Operation

1. The Silica Precipitation Glass Hard Scaling Trap

Attempting to aggressively save water by pushing cycles of concentration above 8 to 10 in regions with high raw-water silica (e.g. western US or volcanic aquifers with (>25 ext{ ppm } SiO_2)) is catastrophic. When basin silica exceeds 150 to 180 ppm, it polymerizes into amorphous colloidal silica, forming a glassy, porcelain-hard silicate scale on condenser tube surfaces. Unlike calcium carbonate, silica scale cannot be dissolved by acid washing; it requires mechanical reaming or complete condenser re-tubing costing hundreds of thousands of dollars.

2. Over-Concentration Diminishing Returns Fallacy

Water savings follow an asymptotic curve ((M = E cdot [COC / (COC - 1)])). Increasing COC from 2.0 to 4.0 cuts blowdown and makeup demand in half, saving millions of gallons. However, pushing from 5.0 to 9.0 saves less than 2% to 3% additional water while quadrupling chemical inhibitor dosages, tripling biological biofilm growth risks, and pushing calcium hardness to precipitation thresholds.

3. Missing Drift Eliminator Legionella Dispersal Trap

Operating cooling towers with missing, warped, or damaged drift eliminator modules allows liquid water droplets (10 to 50 microns) to escape into the atmosphere. Warm cooling water (85°F to 105°F) is an ideal breeding incubator for Legionella pneumophila bacteria. Escaping drift travels up to 2 miles downwind, infiltrating building air handling unit (AHU) outdoor air intakes and causing fatal Legionnaires' disease outbreaks and massive corporate liability.

4. The Blowdown Valve Air-Binding & Siphon Failure Trap

Relying on manual intermittent blowdown or blowdown solenoid valves installed with improper pipe grade causes air-binding or silt blockage. When the blowdown line clogs, evaporation continues while blowdown drops to zero. Cycles of concentration quietly surge from 4.0 to over 15.0 in 48 hours. By the time operators notice high conductivity, the chiller condenser tubes are completely choked with calcium carbonate crust, driving chiller head pressure to high-pressure trip limits.

5. Under-Concentration High Blowdown Sewer Bill Shock

Operating a cooling tower with uncalibrated conductivity controllers stuck at 1.8 to 2.2 COC dumps massive volumes of lightly used water down the drain. Because municipal sewer charges are billed as a direct percentage of incoming metered makeup water, the facility pays double for water (supply fee plus sewer discharge fee). Elevating COC from 2.0 to 5.0 slashes water and sewer bills by 40% to 55%, commonly saving medium-sized facilities over $100,000 annually.

CTI STD-201 & Mass Water Balance Formulations

1. Evaporation Loss Rate (E)

$$E = 0.0008 cdot Q_{circ} cdot (T_{hot} - T_{cold}) quad [ ext{US GPM}]$$ $$ ext{Heat Duty } Q = 500 cdot Q_{circ} cdot Delta T quad [ ext{Btu/hr}]$$

2. Blowdown (B) & Makeup (M) Water Equations

$$B = rac{E - (COC - 1) cdot D}{COC - 1} approx rac{E}{COC - 1} quad [ ext{US GPM}]$$ $$M = E + B + D = E cdot left( rac{COC}{COC - 1} ight) quad [ ext{US GPM}]$$

3. Water & Dollar Conservation from Elevating COC

$$Delta M = E cdot left( rac{1}{COC_1 - 1} - rac{1}{COC_2 - 1} ight) quad [ ext{US GPM}]$$ $$ ext{Annual Savings} = Delta M cdot 60 cdot ext{Hours} cdot left( rac{C_{water} + C_{chem}}{1,000} ight) quad [$]$$

Frequently Asked Questions

What are Cycles of Concentration (COC) in an industrial cooling tower? +
How is cooling tower evaporation loss calculated? +
What is blowdown and why is it necessary in open recirculating cooling systems? +
What is the modern standard for cooling tower drift loss? +
Why do returns diminish when increasing COC above 6.0 to 8.0 cycles? +
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