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Cooling Tower Makeup Water Estimation
Jayanthi Vijay Sarathy, M.E, CEng, MIChemE, Chartered Chemical Engineer, IChemE, UK
Cooling Towers in Process Industries are part
of Utilities design. As the name suggests their
primary purpose is to provide cooling
requirements to industrial hot water from
unit operations & unit processes. Examples
include chillers and air conditioners. The
principle of operation is to circulate hot water
through a tower and allow heat dissipation to
the ambient. Cooling towers can operate by
natural draft or forced draft methods wherein
fans are used to increase heat transfer. Below
is a schematic of a cooling tower.
Figure 1. Cooling Tower Schematic [6]
Cooling towers [CT] however experience
drift, evaporation losses & blowdown losses.
1. Evaporation losses pertain to the water
lost to the ambient due to evaporation.
2. Drift losses refer to water escaping as mist
or tiny droplets and this can be reduced by
using baffles or drift eliminators.
3. Blowdown losses refer to water with
concentrated total dissolved solids [TDS]
removed from the system to reduce
scaling. As the water evaporates, the TDS
concentration increases, aiding in the
formation of scales due to calcium, silica,
magnesium, chlorides, etc. As a result,
water needs to be removed from the water
basin at the bottom of the cooling tower.
Therefore the makeup water rate, M [m3/h]
can be estimated as,
𝑀 = 𝐸 + 𝐵 + 𝐷 (1)
Where, E = Evaporation Losses [m3/h]
B = Blowdown Losses [m3/h]
D = Drift Losses [m3/h]
To quantify the makeup water efficiency of
the cooling tower, a parameter called
Concentration of Cycle [C], is introduced.
Makeup water also contains TDS, because of
which as the makeup water enters into the
system, so does the TDS content increases
relative to the TDS in the system water.
Therefore if the concentration of cycle is 4,
then the TDS in the CT system is 4 times the
TDS in the makeup water supply. Higher
cycles of concentration allows reducing the
makeup water quantity for blowdown losses,
however this also means increasing the risk
of scale formation which can cause corrosion.
General Notes
1. Cooling Tower Range [R] can be defined as
the temperature difference between hot
water entering and cold water exiting the
system.
𝑅 = 𝑇 𝐻 − 𝑇𝐶 (2)
2. Approach [A] can be defined as the
difference between temperature of cold
water [TC] and ambient dew point
temperature [TW].
𝐴 = 𝑇𝐶 − 𝑇 𝑊 (3)
3. The cooling tower effectiveness [%
Efficiency] can be defined as,
% 𝐸𝑓𝑓𝑖𝑐𝑖𝑒𝑛𝑐𝑦 =
𝑅
𝑅+𝐴
× 100 (4)
4. The evaporation losses as per Perry’s
Handbook can be evaluated using the
empirical relationship,
𝐸 [𝑚3
ℎ⁄ ] =
𝐶 𝐸
100
×
𝑅
5.56
× 𝑄 𝐶 (5)
Where,
CE = Evaporation Loss Constant
QC = Circulation Rate [m3/h]
Page 2 of 3
The above empirical expression is based
on the assumption that the rate of
evaporation is approximately 1% of the
circulation flow for each 5.560C
temperature rise of the Range. The value of
CE can be taken as 0.85. For more humid
climates the value of CE decreases while CE
increases with drier atmosphere.
Therefore for moist climates, the value of
CE can be taken as 0.65 and 1.0 to 1.2 for
very arid conditions [2].
Figure 2. Cooling Tower Range & Approach
5. Alternatively based on a heat balance, the
evaporation losses can be estimated by
equating the heat removed from the water
to the heat absorbed by the ambient air.
Therefore the % evaporation becomes,
%𝐸 =
[𝑄 𝑐×𝜌]×𝐶 𝑝×[𝑇 𝐻−𝑇 𝐶]
 𝑣×[𝑄 𝑐×𝜌]
× 100 (6)
Taking R = TH-TC
%𝐸 =
𝐶 𝑝×𝑅
 𝑣
× 100 (7)
The evaporation rate is estimated as,
𝐸 =
%𝐸
100
× 𝑄 𝐶 (8)
Where,
Cp = Specific Heat of Water [kJ/kg.K]
v = Latent Heat of Vapourization [kJ/kg]
6. The drift losses [D] can be estimated as a
percentage of the Total circulation rate, i.e.,
Natural draft CT, 𝐷 = 0.3 𝑡𝑜 1.0 × 𝑄 𝐶 (9)
Forced draft CT, 𝐷 = 0.1 𝑡𝑜 0.3 × 𝑄 𝐶 (10)
7. Blowdown Rate is a function of the cycle of
concentration and is expressed as follows,
𝐵[ 𝑚3
ℎ⁄ ] =
𝐸
𝐶−1
(11)
The cycle of concentration[C] is typically
kept between 3.0 and 7.0.
8. To improve cooling tower efficiencies, they
can be retrofitted with provisions such as –
Side Stream filtration system to filter out
silt and suspended solids.
9. Water softening systems can also be
installed since they cycles of concentration
are limited by the amount of TDS.
10. Installing a cover on open distribution
system to reduce sunlight & prevent
biological growth.
11. Chemical Monitoring systems can be
installed to monitor scale and corrosion
12. Float Control can be added to prevent
basin leaks and overflow.
Example Case
A forced draft cooling tower operates with a
capacity 1,000 m3/h. The inlet water
temperature is 400C which requires to be
cooled to 300C. Taking a drift loss percentage
of 0.2% and number of cycles of 4.0, calculate
the makeup water requirement. The specific
heat of water is taken as 4.179 kJ/kg.K and
the latent heat of vapourization is 2,429
kJ/kg. To estimate using Perry’s Method, the
correction factor is taken as 0.85. The dew
point temperature at 350C ambient and
relative humidity of 50% is 230C.
Cooling Tower Range
The Cooling Tower Range [R] is,
𝑅 = 40 − 30 = 10℃ (12)
Cooling Tower Approach
The Cooling Tower Approach [A] is,
𝑅 = 30 − 23 = 7℃ (13)
Page 3 of 3
Cooling Tower Efficiency
The Cooling Tower Efficiency [%E] is,
% 𝐸𝑓𝑓𝑖𝑐𝑖𝑒𝑛𝑐𝑦 =
10
10+7
× 100 = 58.8% (14)
Cooling Tower Evaporation Losses
The Cooling Tower Evaporation Losses is,
% 𝐸 =
4.179×10
2,429
× 100 = 1.72 % (15)
𝐸 =
1.72×1,000
100
× 100 = 17.2 𝑚3
ℎ⁄ (16)
Using Perry’s Method, the evaporation loss is,
𝐸 =
0.85
100
×
10
5.56
× 1,000 = 15.3 𝑚3
ℎ⁄ (17)
Cooling Tower Drift Losses
The Cooling Tower Drift Losses is,
𝐷 =
0.2
100
× 1,000 = 2 𝑚3
ℎ⁄ (18)
Cooling Tower Blowdown Losses
The Cooling Tower Blowdown Losses is,
𝐷 =
17.2
4−1
= 5.73 𝑚3
ℎ⁄ (19)
Using Perry’s Method, the Blowdown Loss is,
𝐷 =
15.3
4−1
= 5.10 𝑚3
ℎ⁄ (20)
Total Makeup Water Requirements
The Total Makeup Water Requirement is,
𝑀 = 17.2 + 5.73 + 2 = 24.9 𝑚3 ℎ⁄ (21)
Using Perry’s Method, total makeup water is,
𝑀 = 15.3 + 5.10 + 2 = 22.4 𝑚3 ℎ⁄ (22)
References
1. https://www.energy.gov/
2. https://checalc.com/solved/ctmakeup.html
3. https://chemicalengineeringsite.in/cooling
-tower-efficiency-calculations/
4. https://www.engineeringtoolbox.com/spe
cific-heat-capacity-water-d_660.html
5. https://www.engineeringtoolbox.com/wat
er-properties-d_1573.html
6. https://aqua-analytics.com/summer-is-
heating-up-top-5-ways-to-save-on-cooling-
tower-bleed/
Appendix: Calculations

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Cooling Tower Makeup Water Estimation

  • 1. Page 1 of 3 Cooling Tower Makeup Water Estimation Jayanthi Vijay Sarathy, M.E, CEng, MIChemE, Chartered Chemical Engineer, IChemE, UK Cooling Towers in Process Industries are part of Utilities design. As the name suggests their primary purpose is to provide cooling requirements to industrial hot water from unit operations & unit processes. Examples include chillers and air conditioners. The principle of operation is to circulate hot water through a tower and allow heat dissipation to the ambient. Cooling towers can operate by natural draft or forced draft methods wherein fans are used to increase heat transfer. Below is a schematic of a cooling tower. Figure 1. Cooling Tower Schematic [6] Cooling towers [CT] however experience drift, evaporation losses & blowdown losses. 1. Evaporation losses pertain to the water lost to the ambient due to evaporation. 2. Drift losses refer to water escaping as mist or tiny droplets and this can be reduced by using baffles or drift eliminators. 3. Blowdown losses refer to water with concentrated total dissolved solids [TDS] removed from the system to reduce scaling. As the water evaporates, the TDS concentration increases, aiding in the formation of scales due to calcium, silica, magnesium, chlorides, etc. As a result, water needs to be removed from the water basin at the bottom of the cooling tower. Therefore the makeup water rate, M [m3/h] can be estimated as, 𝑀 = 𝐸 + 𝐵 + 𝐷 (1) Where, E = Evaporation Losses [m3/h] B = Blowdown Losses [m3/h] D = Drift Losses [m3/h] To quantify the makeup water efficiency of the cooling tower, a parameter called Concentration of Cycle [C], is introduced. Makeup water also contains TDS, because of which as the makeup water enters into the system, so does the TDS content increases relative to the TDS in the system water. Therefore if the concentration of cycle is 4, then the TDS in the CT system is 4 times the TDS in the makeup water supply. Higher cycles of concentration allows reducing the makeup water quantity for blowdown losses, however this also means increasing the risk of scale formation which can cause corrosion. General Notes 1. Cooling Tower Range [R] can be defined as the temperature difference between hot water entering and cold water exiting the system. 𝑅 = 𝑇 𝐻 − 𝑇𝐶 (2) 2. Approach [A] can be defined as the difference between temperature of cold water [TC] and ambient dew point temperature [TW]. 𝐴 = 𝑇𝐶 − 𝑇 𝑊 (3) 3. The cooling tower effectiveness [% Efficiency] can be defined as, % 𝐸𝑓𝑓𝑖𝑐𝑖𝑒𝑛𝑐𝑦 = 𝑅 𝑅+𝐴 × 100 (4) 4. The evaporation losses as per Perry’s Handbook can be evaluated using the empirical relationship, 𝐸 [𝑚3 ℎ⁄ ] = 𝐶 𝐸 100 × 𝑅 5.56 × 𝑄 𝐶 (5) Where, CE = Evaporation Loss Constant QC = Circulation Rate [m3/h]
  • 2. Page 2 of 3 The above empirical expression is based on the assumption that the rate of evaporation is approximately 1% of the circulation flow for each 5.560C temperature rise of the Range. The value of CE can be taken as 0.85. For more humid climates the value of CE decreases while CE increases with drier atmosphere. Therefore for moist climates, the value of CE can be taken as 0.65 and 1.0 to 1.2 for very arid conditions [2]. Figure 2. Cooling Tower Range & Approach 5. Alternatively based on a heat balance, the evaporation losses can be estimated by equating the heat removed from the water to the heat absorbed by the ambient air. Therefore the % evaporation becomes, %𝐸 = [𝑄 𝑐×𝜌]×𝐶 𝑝×[𝑇 𝐻−𝑇 𝐶]  𝑣×[𝑄 𝑐×𝜌] × 100 (6) Taking R = TH-TC %𝐸 = 𝐶 𝑝×𝑅  𝑣 × 100 (7) The evaporation rate is estimated as, 𝐸 = %𝐸 100 × 𝑄 𝐶 (8) Where, Cp = Specific Heat of Water [kJ/kg.K] v = Latent Heat of Vapourization [kJ/kg] 6. The drift losses [D] can be estimated as a percentage of the Total circulation rate, i.e., Natural draft CT, 𝐷 = 0.3 𝑡𝑜 1.0 × 𝑄 𝐶 (9) Forced draft CT, 𝐷 = 0.1 𝑡𝑜 0.3 × 𝑄 𝐶 (10) 7. Blowdown Rate is a function of the cycle of concentration and is expressed as follows, 𝐵[ 𝑚3 ℎ⁄ ] = 𝐸 𝐶−1 (11) The cycle of concentration[C] is typically kept between 3.0 and 7.0. 8. To improve cooling tower efficiencies, they can be retrofitted with provisions such as – Side Stream filtration system to filter out silt and suspended solids. 9. Water softening systems can also be installed since they cycles of concentration are limited by the amount of TDS. 10. Installing a cover on open distribution system to reduce sunlight & prevent biological growth. 11. Chemical Monitoring systems can be installed to monitor scale and corrosion 12. Float Control can be added to prevent basin leaks and overflow. Example Case A forced draft cooling tower operates with a capacity 1,000 m3/h. The inlet water temperature is 400C which requires to be cooled to 300C. Taking a drift loss percentage of 0.2% and number of cycles of 4.0, calculate the makeup water requirement. The specific heat of water is taken as 4.179 kJ/kg.K and the latent heat of vapourization is 2,429 kJ/kg. To estimate using Perry’s Method, the correction factor is taken as 0.85. The dew point temperature at 350C ambient and relative humidity of 50% is 230C. Cooling Tower Range The Cooling Tower Range [R] is, 𝑅 = 40 − 30 = 10℃ (12) Cooling Tower Approach The Cooling Tower Approach [A] is, 𝑅 = 30 − 23 = 7℃ (13)
  • 3. Page 3 of 3 Cooling Tower Efficiency The Cooling Tower Efficiency [%E] is, % 𝐸𝑓𝑓𝑖𝑐𝑖𝑒𝑛𝑐𝑦 = 10 10+7 × 100 = 58.8% (14) Cooling Tower Evaporation Losses The Cooling Tower Evaporation Losses is, % 𝐸 = 4.179×10 2,429 × 100 = 1.72 % (15) 𝐸 = 1.72×1,000 100 × 100 = 17.2 𝑚3 ℎ⁄ (16) Using Perry’s Method, the evaporation loss is, 𝐸 = 0.85 100 × 10 5.56 × 1,000 = 15.3 𝑚3 ℎ⁄ (17) Cooling Tower Drift Losses The Cooling Tower Drift Losses is, 𝐷 = 0.2 100 × 1,000 = 2 𝑚3 ℎ⁄ (18) Cooling Tower Blowdown Losses The Cooling Tower Blowdown Losses is, 𝐷 = 17.2 4−1 = 5.73 𝑚3 ℎ⁄ (19) Using Perry’s Method, the Blowdown Loss is, 𝐷 = 15.3 4−1 = 5.10 𝑚3 ℎ⁄ (20) Total Makeup Water Requirements The Total Makeup Water Requirement is, 𝑀 = 17.2 + 5.73 + 2 = 24.9 𝑚3 ℎ⁄ (21) Using Perry’s Method, total makeup water is, 𝑀 = 15.3 + 5.10 + 2 = 22.4 𝑚3 ℎ⁄ (22) References 1. https://www.energy.gov/ 2. https://checalc.com/solved/ctmakeup.html 3. https://chemicalengineeringsite.in/cooling -tower-efficiency-calculations/ 4. https://www.engineeringtoolbox.com/spe cific-heat-capacity-water-d_660.html 5. https://www.engineeringtoolbox.com/wat er-properties-d_1573.html 6. https://aqua-analytics.com/summer-is- heating-up-top-5-ways-to-save-on-cooling- tower-bleed/ Appendix: Calculations