processconvert
Heat Transfer

Cooling Water Heat Exchanger Sizing

Practical preliminary sizing considerations for cooling-water heat exchanger service — duty, cooling-water temperature rise, approach temperature, fouling, U-values, seasonal temperature effects, and water-side velocity limits.

TypeEngineering guide — concept explainer

Definition

Cooling water heat exchanger sizing is the preliminary sizing of a heat exchanger that uses cooling water as the cold-side utility to remove heat from a process stream. The thermal calculation is the same as any other liquid–liquid sensible-heat exchanger — Q = ṁ × Cp × ΔT for the duty, A = Q / (U × F × LMTD) for the area — but the design decisions that surround it are dominated by the cooling-water system: how much temperature rise the cooling-water circuit can absorb, what supply temperature is realistic across the year, what fouling and scaling the water carries, and what tube-side velocity and material the water-side metallurgy will tolerate.

Why it matters

Cooling-water heat exchangers are one of the most common services on any industrial site, and they are also one of the most common places where a thermal calculation that looks fine on paper is undone by the cooling-water system itself. Pick the wrong supply temperature for the worst case of the year and the exchanger does not meet duty in summer. Pick too tight an approach and the area swells, and the exchanger may still be limited by the water-side velocity or pressure drop. Ignore the water quality and the fouling resistance you assumed at design time is wrong within months. Preliminary sizing for cooling-water service is mostly about making the right assumptions explicit before any detailed thermal-hydraulic design or vendor rating begins.

Formula

Heat duty (sensible)
Q = ṁ × Cp × ΔT
Cooling-water flow from duty and temperature rise
ṁ_cw = Q / (Cp_cw × ΔT_cw)
Log mean temperature difference (counter-current)
ΔTₘ = (ΔT₁ − ΔT₂) / ln(ΔT₁ / ΔT₂)
Heat transfer area
A = Q / (U_dirty × F × ΔTₘ)
Approach temperature
Approach = T_process,out − T_cw,in

Units involved

  • Q — heat duty in kW, W, or BTU/h
  • ṁ — mass flow rate in kg/s, kg/h, or lb/h
  • Cp — specific heat capacity in J/(kg·K) or BTU/(lb·°F); cooling water ≈ 4.18 kJ/(kg·K)
  • ΔT_cw — cooling-water temperature rise in K, °C, or °F
  • U — overall heat transfer coefficient in W/(m²·K) or BTU/(h·ft²·°F)
  • ΔTₘ — log mean temperature difference in K, °C, or °F
  • A — heat transfer area in m² or ft²
  • Approach — minimum temperature difference between streams, in K, °C, or °F

Worked example

Preliminary sizing for a cooling-water exchanger to cool 8 kg/s of a process liquid (Cp ≈ 3.2 kJ/(kg·K)) from 70 °C to 40 °C. Cooling water is available at a worst-case summer supply temperature of 32 °C with a target temperature rise of 8 °C (return at 40 °C). Counter-current shell-and-tube with U_dirty estimated at 850 W/(m²·K) for moderate fouling. Apply 20% design margin.

  1. 01Q = 8 × 3200 × (70 − 40) = 768,000 W = 768 kW
  2. 02ṁ_cw = 768,000 / (4180 × 8) = 23.0 kg/s
  3. 03ΔT₁ = 70 − 40 = 30 °C (hot end)
  4. 04ΔT₂ = 40 − 32 = 8 °C (cold end; equals the approach)
  5. 05LMTD = (30 − 8) / ln(30/8) = 22 / 1.322 = 16.6 °C
  6. 06A = 768,000 / (850 × 1 × 16.6) = 54.5 m²
  7. 07A_design = 54.5 × 1.20 = 65.4 m²
Result

Required area ≈ 65 m² with 20% design margin. The 8 °C approach is achievable but tight — confirm cooling-water supply temperature in summer and water-side velocity limits before fixing the area.

Common mistakes

  • Designing for an annual-average cooling-water supply temperature instead of the worst-case (summer) supply — the exchanger needs to meet duty when the water is hottest.
  • Picking a cooling-water temperature rise that the site cooling tower or once-through system cannot deliver — typical closed-loop ΔT_cw is 5–10 °C, but the actual limit depends on the site utility design.
  • Specifying an approach temperature that drives the area to be very large — typical closed-loop cooling-water approaches are 5–10 °C; tighter approaches dramatically increase area.
  • Using a clean U-value for cooling water — fouling resistance for cooling water depends strongly on water quality and treatment. Use a published fouling resistance and confirm with the water-treatment scope.
  • Ignoring tube-side velocity limits — cooling water on the tube side typically needs to be 1.0–2.5 m/s to limit fouling without erosion; too low encourages deposition, too high erodes the tubes.
  • Forgetting metallurgy — copper alloys, stainless steels, and titanium have different cost, corrosion, and U-value implications. Cooling-water chemistry (chlorides, pH, biological load) drives the metallurgy choice.
  • Treating the preliminary calculation as a final design — water-side fouling, scaling, biological control, vibration, and pressure drop all need detailed review before procurement.

When to use the calculator

Use the Heat Duty Calculator for Q and the cooling-water flow check (ṁ_cw = Q / (Cp_cw × ΔT_cw)). Use the LMTD Calculator for ΔTₘ — counter-current is the usual configuration but check F if the exchanger is multi-pass. The Heat Exchanger Area Calculator handles A = Q / (U_dirty × F × LMTD) with design margin. Pull U-values from the Typical U-Values Reference, fouling resistances from the Fouling Factors Reference, and a sensible approach from the Minimum Approach Temperature Reference.

FAQ

What cooling-water supply temperature should I use for sizing?
Use the worst-case (highest) cooling-water supply temperature the exchanger has to meet duty against — typically a summer maximum. The exact value depends on the site: closed-loop cooling towers might supply 28–35 °C in hot climates; once-through seawater might be 18–32 °C depending on location and season. Get the design-basis supply temperature from the project utility design.
What cooling-water temperature rise (ΔT_cw) is typical?
Closed-loop cooling towers typically operate at 5–10 °C temperature rise. Once-through cooling can be lower. The chosen ΔT_cw affects cooling-water flow (lower ΔT_cw means higher flow and larger piping/pumps) and approach temperature (lower ΔT_cw means lower return temperature, which gives a larger LMTD). Confirm with the site utility design.
What U-value should I use for a cooling-water exchanger?
For shell-and-tube water-on-water service, typical fouled U-values are 800–1500 W/(m²·K). For water cooling a process liquid, ranges depend on the process side — light organics 350–900 W/(m²·K), heavy organics 60–300 W/(m²·K). See the Typical U-Values Reference. Always derate from a clean U-value using the appropriate fouling resistance.
What minimum approach temperature should I assume?
Typical preliminary defaults are 5–10 °C for water service. Tighter approaches drive much larger area; wider approaches sacrifice heat recovery. The right value depends on duty value, area cost, and operating philosophy. See the Minimum Approach Temperature Reference for typical ranges by service.
Do I need to put the cooling water on the tube side?
Usually yes for shell-and-tube — cooling water on the tube side is easier to clean, allows velocity control, and isolates fouling to the tubes. There are exceptions (e.g., high-pressure process side that drives tube-side placement of the process, or specific corrosion considerations). The decision is part of the rating step.
Why is fouling so important for cooling-water service?
Cooling water in industrial systems carries scaling species (Ca, Mg), biological load, and suspended solids. Fouling resistance can dominate the overall U-value, especially in low-velocity flow. Use a published fouling resistance for the specific water quality and treatment regime, not a clean U-value.

Related calculators

Related conversions

Related guides