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PE Architectural Engineering program

PE Architectural · hydronic systems

Parallel pumps: why the system flow does not simply double

Intersect original pump and system curves, solve the one-pump and two-pump duty points, and distinguish total flow from flow through each pump.

Reviewed for the current ReasonSpan™ exam profile · Updated October 11, 2026
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Use total system flow and per-pump flow deliberately

Two identical pumps have the supplied curve Hp = 60 − 0.002q²; the system curve is Hs = 10 + 0.001Q². Heads are metres and flow rates are L/s, with coefficients defined for those units. Identical pumps at identical speed share total flow equally in parallel. Ignore control changes, efficiency and cavitation for this limited operating-point calculation.

Use total system flow and per-pump flow deliberatelyConnect the equipment to the calculation

01 · Equipment view

Two realistic centrifugal pumps connect through individual branches to common suction and discharge headers.

Pump 1 + pump 2 · common suction and discharge headers

Trace each pump branch between the same two headers, then add branch flows at their common head.

02 · Exam-style model

Zoom in to read every label.

Use total system flow and per-pump flow deliberately

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Scroll or swipe inside the viewport. Read the units and assumptions with the labelled components.

Original single-pump, two-pump parallel and system curves with marked intersections at 129.10 and 182.57 liters per second.

Curves are drawn from the supplied exercise equations. Circle A marks one-pump operation; square B marks two-pump operation. The plotted Q is total system flow.

Original teaching figure. The schematic and stated givens define the model; the 3D view illustrates the hardware. These are not actual examination exhibits.

Solve the one-pump intersection

With one pump, q = Q. Equating 60 − 0.002Q² to 10 + 0.001Q² gives Q² = 50/0.003. Q = 129.10 L/s and H = 26.67 m. Neither the static head alone nor the pump's shutoff head is the operating point.

Single-pump operating flowQ1=500.003=129.10 L/sQ_1=\sqrt{\frac{50}{0.003}}=129.10\ \mathrm{L/s}

Build the parallel curve at the same head

Each pump carries q = Q/2. The parallel head curve is therefore 60 − 0.002(Q/2)² = 60 − 0.0005Q². Its intersection with the system gives Q² = 50/0.0015, or total Q = 182.57 L/s and H = 43.33 m. Each pump now carries 91.29 L/s.

Total flow increases by 41.42%, not 100%. Adding a pump increases system friction loss and raises the shared head; each pump's flow falls relative to single-pump operation. Pumps in series add head at a common flow, a different arrangement.

Two-pump total operating flowQ2=500.0015=182.57 L/sQ_2=\sqrt{\frac{50}{0.0015}}=182.57\ \mathrm{L/s}
Operating stateTotal Q (L/s)Each operating pump q (L/s)Shared head H (m)
A · One pump129.10129.1026.67
B · Two identical pumps182.5791.2943.33

Before specifying actual equipment

Confirm manufacturer curves, speed, controls, efficiency, minimum flow, available suction head and the real system curve. These simplified curves demonstrate the governing method; they do not establish equipment suitability. Explain what would change if static head dominated the system rather than friction.

These are original instructional givens, separate from timed mocks. State assumptions before calculating and check the source edition required for your exam or project.

Sources and further reading

Exam requirements can change. Confirm current details with the organization that administers your exam and use the cited sources for the preparation principles summarized here.