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Answer questions about the building and get what a booster is actually selected on: peak flow in GPM, required boost in PSI, and the VFD setpoint to commission it at.
Estimating tool. It produces a design target to check a selection against and to start a conversation with a mechanical contractor. It is not a stamped design and does not replace the engineer of record.
Type sets the fixture template and which demand method applies.
Count rooms, not individual fixtures. A bathroom is counted as a group — water closet, lavatory and tub or shower together.
Lobby restrooms, pool bath, fitness, leasing office, banquet. Public toilets are usually flushometer valves, which carry several times the load of a tank toilet — this is the input that moves the answer most.
These do not stop and start like a faucet, so they are added on top at full flow rather than through the probability curve. Fold a 30 GPM laundry into fixture units and the math discounts it to almost nothing.
This decides the kind of pump as much as the size of it. A pump that has to lift water up out of a well or an underground tank is a different machine from one fed by a pressurised main.
Leave both sizes on Recommend a size and the calculator works out what the flow needs and tells you. Change them if the pipe is already in the ground. Suction and discharge are sized to different rules and are often not the same size — the suction side is usually one size larger.
Does not change the sizing numbers. It decides which machines can be used at all, and it is the most common reason a correctly sized quote has to be redone.
Pick a model and the calculator will say whether it covers this building, where it fails if it does not, and how close it runs to its best efficiency point.
| Pressure term | PSI | Where it comes from |
|---|
| Flow term | Value | Method |
|---|
| Commissioning target | Value | What it is |
|---|
A pump is a fit only if it clears every constraint. The curve is one of them, and not usually the one that fails.
| Check | What fails if it is missed |
|---|---|
| Boost at design flow | Read the curve at your GPM, not at the corner of the spec sheet. Max flow and max boost are opposite ends and never happen together. |
| Setpoint ceiling | A controller has a maximum settable pressure. Above it the pump cannot hold your discharge pressure no matter what the curve says. |
| Suction condition | Most boosters cannot pull a lift at all. If the water is below the pump, the machine has to be self-priming and within its rated suction depth. |
| Voltage and phase | Decides which machines can be used at all, and is the most common reason a correctly sized quote has to be redone. |
| Distance from best efficiency | A pump that clears every hard limit but runs at 40% of its best efficiency point will be noisy, inefficient and back under warranty. |
Curve data is taken from the manufacturer's current published duty points. Where a duty falls beyond the last tabulated point, the calculator says so rather than extrapolating.
Flow is how much water the building can draw at once, in gallons per minute.
1. Count fixture units. Every fixture gets a number. A private lavatory is small; a public toilet on a flushometer valve is roughly fourteen times larger, because it draws a large slug of water on every actuation. Tank against flushometer moves the answer more than any other input on the form.
2. Run the total through the probability curve. Fixture units are not gallons. The curve converts them, and it flattens hard as the building grows: doubling the units does not double the flow. That flattening is the entire reason a 200-unit building does not need a 400 GPM pump.
3. Add continuous loads at full flow. A laundry, an irrigation zone, a cooling tower and a pool fill are not intermittent. They run. Putting them through the fixture-unit curve discounts them to nearly nothing and undersizes the pump — a worse failure than being expensive.
Head is how high a pump can push water, in feet. Boost is the pressure it adds, in PSI. One foot of water is 0.433 PSI.
The suction side decides what kind of machine this is, not just how big it needs to be.
| Source | What it does to the pressure | What it does to the pump |
|---|---|---|
| City main | Credit — subtract residual pressure at peak flow | Standard multistage booster. Needs a low-suction cutout so it never pulls the main down. |
| Tank at or above pump | No credit at pump level; the static head of the water above it if elevated | Standard booster, flooded suction. The most forgiving arrangement. Confirm the tank cannot run empty. |
| Well, cistern, buried tank | Penalty — the lift is added to required head | Self-priming. Most multistage boosters cannot pull a suction lift at all. |
Everything the calculator assumes, so the arithmetic can be audited rather than trusted.
| Item | What is used |
|---|---|
| Pressure conversion | 0.433 PSI per foot of water, equivalently 2.31 ft per PSI. |
| Friction | Hazen-Williams. C = 150 plastic, 140 new copper, 120 new steel, 100 aged steel. Schedule 40 internal diameters. Developed length is rise plus horizontal run, multiplied by the fitting allowance. |
| Recommended pipe sizes | Smallest standard Schedule 40 size holding velocity at or below 6 ft per second on the discharge and 5 ft per second on the suction, at design flow. Suction is held slower because velocity there costs NPSH. |
| Fixture unit values | Estimating figures in the pattern of published plumbing-code tables. The table adopted by the authority having jurisdiction governs and should be used for any submitted design. |
| Fixture unit to GPM | A fitted approximation of the standard probability curve, with separate curves for tank and flushometer-dominated systems. Not a transcription of a code table. |
| Realistic peak | A reduction applied to the code number for dwelling-unit buildings only, bracketing published comparisons that show reductions from roughly half down to about one third. Shown as a range. For a submitted residential design, run IAPMO's free Water Demand Calculator, which is in the 2021 and 2024 Uniform Plumbing Code as Appendix M. |
| Hotels | No validated low-flow method exists for hotel occupancy, so no reduction is applied and only the code number is shown. |
| NPSH available | Atmospheric pressure at sea level, water at 70°F, less the lift, the vapour pressure and estimated suction line friction. Altitude and hot water both reduce it and are not modelled. |
| Tank drawdown | Boyle's law between the stop and restart pressures, with precharge set 5 PSI below restart. Nominal tank volume before any acceptance factor — real usable volume runs below nominal, so confirm against the tank data sheet. |
| Estimated pump power | Flow × head ÷ 3960 at 60% wire-to-water. An order-of-magnitude check, not a motor selection. Discharge velocity is flagged above 8 ft per second. |
| Not included | Fire protection, hot water recirculation return, water treatment backwash, and any equipment not entered as a continuous load. |
This tool estimates a design target. It is not a stamped design, does not replace the engineer of record, and does not substitute for the plumbing code as adopted locally.
If the answer you need is not here, call. Sizing conversations are the part of this we are actually good at.
No. The setpoint is discharge pressure, what the controller holds and what you program into the drive. Boost is what the pump adds on top of suction pressure, and it is what pump curves are plotted in. If suction pressure drops, the setpoint stays put and the boost rises.
About 5 PSI below the restart pressure, set with the system drained and checked with a tire gauge at the valve. Precharge set to a residential default in a commercial system leaves a large tank behaving like a small one, and the pump short cycles anyway.
No. Fire sprinkler and standpipe systems are governed by NFPA 20 and require a listed fire pump, usually on a separate service. This calculator covers domestic water only.
Send the numbers this page produced, or just the building details, and we will come back with specific models and the reasoning behind them. If a booster is the wrong answer for your building, we will tell you that too.
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