Booster Pump Calculation Excel Apr 2026
Download a template or build one using the formulas above. Test it against a known installed pump. Refine it with your local pipe material data. Then use it on every project. Have you built your own pump sizing spreadsheet? What’s the most useful feature you’ve added? Let’s discuss in the comments.
=CEILING(P_m, 1.5) ' Rounds up to nearest 1.5 kW or 2 HP Create a clean Output section that automatically updates:
Q_m3h = 50 [m³/h] Q_m3s = Q_m3h / 3600 D_m = 0.08 [80 mm] Area = PI() * (D_m/2)^2 v = Q_m3s / Area f = 0.02 (assume clean steel pipe) L = 150 g = 9.81 H_friction = f * (L / D_m) * (v^2 / (2*g)) Create a lookup table for f based on pipe material and Reynolds number using the Moody chart. Use XLOOKUP or INDEX-MATCH . 2.3 NPSH Available (Net Positive Suction Head) – The Cavitation Check Cavitation destroys pumps. Always calculate NPSHa:
TDH = H_geo + H_friction + (P_discharge - P_suction) * 10.2 booster pump calculation excel
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NPSHa = P_suction*10.2 - H_vapour - H_suction_friction
Mastering Booster Pump Sizing: Why Excel is the Ultimate Tool for Accurate Hydraulic Calculations Download a template or build one using the formulas above
In this post, I’ll break down the key calculations every booster pump sizing spreadsheet must include, complete with formulas and logic. Your Excel sheet should start with a clear Input tab. Without accurate data, the best formulas are useless.
The most reliable way to avoid these pitfalls? A well-structured . While dedicated software exists, Excel remains the industry workhorse because it is transparent, customizable, and universally accessible.
| Parameter | Unit | Description | Typical Value | | :--- | :--- | :--- | :--- | | Flow Rate (Q) | m³/h or GPM | Peak demand (fixture units, sprinkler heads, etc.) | Variable | | Suction Pressure (P_suction) | bar or psi | Pressure available at pump inlet (from city main or tank) | 2.5 bar | | Required Discharge Pressure (P_discharge) | bar or psi | Pressure needed at the highest/farthest fixture | 4.0 bar | | Elevation Difference (H_geo) | m or ft | Vertical distance from pump to highest point | 25 m | | Pipe Length (L) | m | Total length of the longest run | 150 m | | Pipe Diameter (D) | mm or in | Nominal bore | 80 mm | | Friction Factor (f) | dimensionless | Darcy-Weisbach or Hazen-Williams C-factor | 0.02 (or C=130) | Then use it on every project
Use data validation dropdowns for units (e.g., m vs. ft) and apply CONVERT functions to standardize all inputs to SI or US customary internally. Part 2: Key Calculations (The Engine of Your Spreadsheet) In a hidden or dedicated column, perform these critical steps. 2.1 Total Dynamic Head (TDH) – The Master Formula The pump must overcome three things: elevation, friction, and velocity head (usually negligible). The core Excel formula for TDH (in meters of water column) is:
| Output Parameter | Value | Unit | Status | | :--- | :--- | :--- | :--- | | Total Dynamic Head | 52.3 | m | ✅ OK | | Flow Rate | 50 | m³/h | ✅ OK | | NPSHa | 4.2 | m | ✅ > NPSHr (3.7 m) | | Required Motor Power | 11 | kW | Select 11 kW / 15 HP | | Velocity | 2.1 | m/s | ⚠️ High (limit 2.0 m/s) |
Cell A10: Elevation (m) = 25 Cell B10: Friction Loss (m) = Calculate per 2.2 below Cell C10: P_discharge (bar) = 4.0 Cell D10: P_suction (bar) = 2.5 Cell E10: TDH (m) = A10 + B10 + (C10 - D10)*10.2 This is where Excel shines for iterative design.