Engineering explained / PARALLEL

Two pumps. Not twice the flow.

The second pump changes the pump curve. Your pipe still decides where the plant runs. Move the slider to see the difference, then look inside the valve that can leave a spare moving nothing.

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01 / the intersection

Same pumps. A different gain.

Identical pumps in parallel add their flows at the same head. At a given total flow, each pump carries half. The new operating point is where that combined curve meets the unchanged system curve.

One pumpTwo pumpsSystem
Pump and system curvesFlow on the horizontal axis, head on the vertical axis. The marked intersections update when pipe resistance changes.Total flow (m³/h)Head (m)
One pump
Two pumps
Actual flow gain

Illustrative fixed-speed model: H₁ = 60 − 0.004Q²; H₂ = 60 − 0.004(Q/2)²; Hsys = 10 + KQ², with Q in m³/h and head in metres. The slider changes K. The +39% and +75% presets reproduce the quoted gains with illustrative curves; they are not reconstructed vendor data.

Q₂ / Q₁ = √[(0.004 + K) / (0.001 + K)]

As friction grows, the second pump buys less flow. The gain approaches 100% only in the ideal zero-resistance limit of this model. Actual selection also needs the vendor curve, allowable operating range, NPSH and motor checks.

02 / the spare that moves nothing

Spinning does not mean delivering.

Cutaway of a swing check valve, with its disc closed against the seat and the header on the rightCLOSED
Pump: 3.0 barHeader: 4.0 bar

A check valve on each branch prevents reverse flow. A starting pump cannot open its valve if the downstream header pressure exceeds the pressure it can develop at zero flow, allowing for suction pressure and the valve's opening requirement.

This is a lower-shutoff-head or reduced-speed pump example. Two identical healthy pumps at the same speed and suction conditions are a different case. The cutaway above shows the closed state; the pressure control reports whether opening is possible, not a prediction of full operating flow.

03 / the course comparison

40 bar was the requirement.

These are the reported CHE480 Tutorial 3 results for 25 wt% aqueous DEA entering at 20 bar and 40°C. Different pump selections were tested in the three arrangements, so this table does not mean that series pumps inherently make less head.

Tested arrangementDischargeTotal brake power40 bar duty
One pump43.7 bar34.7 kWMeets
Three in parallel46.4 bar51.8 kWMeets
Three in series39.3 bar28.2 kWBelow spec

The notes identify the single pump as the best tested balance of simplicity, capital and power. They separately propose two duty stages in series with a spare parallel to the second stage. That proposal was not simulated. The reel's “two at 50% plus a spare” is a shorthand, not another measured row in this table.

A general two-duty-plus-standby parallel design is useful when each duty unit supplies half the required flow at the full required head. It still needs to be checked against the actual system and valve conditions.

The model

The plant lives at the intersection.

Equipment curves are constraints. The connected system chooses the operating point. Reflux helps you work through the model in your simulator, with assumptions and results you can inspect.

Sources and assumptions

The equipment images are generated educational cutaways. Curves are illustrative calculations, not an equipment selection or an Aspen simulation.

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