UNDERSTAND IT. WORK IT OUT.

Learn: Simple system curve

A simple pump-system curve adds a static head to flow-dependent losses. The static part remains even when flow stops; the quadratic part grows as liquid moves faster through the system.

Beginner-friendlyFree · No accountTwo worked examples + separate practice
01

What the formula is saying

Square discharge Q, multiply by the fitted system coefficient K, and add static head Hs. K groups the chosen friction and local-loss behavior into one study coefficient.

H = Hstatic + K Q²

Read the symbols in plain language

Hstatic
Static head

Static head. Static and flow-dependent heads must use the same sign convention and units.

m

Metres measure length; 1 m = 1000 mm.

K
System coefficient

Combined quadratic system-loss coefficient in H = Hs + KQ². Its unit is s²/m⁵ here, unlike a dimensionless minor-loss K.

s²/m⁵

Use s²/m⁵ as the base unit shown here. Q is m³/s; therefore K must be s²/m⁵ so that KQ² is m. Hs and the total required head are also m. This K is not the dimensionless K used for a single fitting.

Q
Flow rate

Flow rate. Quadratic system losses depend on discharge squared rather than discharge alone.

m³/s

Use m³/s as the base unit shown here. Q is m³/s; therefore K must be s²/m⁵ so that KQ² is m. Hs and the total required head are also m. This K is not the dimensionless K used for a single fitting.

H
Result to find

Simple system curve. Static and flow-dependent heads must use the same sign convention and units.

m

Sort out the units first

Q is m³/s; therefore K must be s²/m⁵ so that KQ² is m. Hs and the total required head are also m. This K is not the dimensionless K used for a single fitting.

Assumptions before calculating

Assume a fixed system configuration and an approximately constant quadratic-loss coefficient over the flow range of interest. Positive Q denotes the chosen flow direction; Hs can be signed when the receiving level is lower.

02

Let’s solve one together

Read the given values, follow each operation, then check what the result means.

Read the supplied values as one complete study case. Find H and explain the result in the stated output unit.

Hstatic · Static head
15 m
K · System coefficient
5000 s²/m⁵
Q · Flow rate
0.05 m³/s
  1. Square the selected discharge

    Quadratic system losses depend on discharge squared rather than discharge alone.

    (0.05)^2 = 0.0025 m⁶/s²
  2. Calculate the flow-dependent loss

    The dimensional coefficient converts squared discharge into metres of head.

    (5000) × (0.0025) = 12.5 m
  3. Add the static component

    Static and flow-dependent heads must use the same sign convention and units.

    (15) + (12.5) = 27.5 m
Answer27.5 m

Does this worked answer make sense?

At Q = 0, the answer is Hs. Doubling Q multiplies only the loss part KQ² by four, not necessarily the total head.

A second worked example — different values

A second case uses different data. Predict which way the answer will change, then calculate it without reusing the first answer.

Hstatic · Static head
10 m
K · System coefficient
4000 s²/m⁵
Q · Flow rate
0.04 m³/s
  1. Square the selected discharge

    Quadratic system losses depend on discharge squared rather than discharge alone.

    (0.04)^2 = 0.0016 m⁶/s²
  2. Calculate the flow-dependent loss

    The dimensional coefficient converts squared discharge into metres of head.

    (4000) × (0.0016) = 6.4 m
  3. Add the static component

    Static and flow-dependent heads must use the same sign convention and units.

    (10) + (6.4) = 16.4 m
Answer16.4 m
03

Now try your own values

Change a value or its unit. The same method will show your calculation, step by step.

Static head. Static and flow-dependent heads must use the same sign convention and units.

Combined quadratic system-loss coefficient in H = Hs + KQ². Its unit is s²/m⁵ here, unlike a dimensionless minor-loss K.

Flow rate. Quadratic system losses depend on discharge squared rather than discharge alone.

English, Arabic and Persian digits are supported. The steps convert inputs to the formula’s base units.

Results update only when you calculate. The lesson example above stays unchanged.

04

Your turn — check your understanding

Solve this separate case yourself. Use only the values below; the two worked examples use different data. Give the requested result in the selected unit.

Hstatic · Static head
12 m
K · System coefficient
6000 s²/m⁵
Q · Flow rate
0.03 m³/s

Find: Learn: Simple system curve

For repeating decimals, use at least four significant figures. Accepted rounding tolerance: 0.05% of the expected value; zero uses an absolute tolerance of 10⁻¹².

A hint, not the answer

Square discharge Q, multiply by the fitted system coefficient K, and add static head Hs. K groups the chosen friction and local-loss behavior into one study coefficient.

Q is m³/s; therefore K must be s²/m⁵ so that KQ² is m. Hs and the total required head are also m. This K is not the dimensionless K used for a single fitting.

Show the full practice solution

Compare the steps with your work; revealing a solution does not mark the lesson complete.

  1. Square the selected discharge

    Quadratic system losses depend on discharge squared rather than discharge alone.

    (0.03)^2 = 0.0009 m⁶/s²
  2. Calculate the flow-dependent loss

    The dimensional coefficient converts squared discharge into metres of head.

    (6000) × (0.0009) = 5.4 m
  3. Add the static component

    Static and flow-dependent heads must use the same sign convention and units.

    (12) + (5.4) = 17.4 m
Answer17.4 m

Avoid the common trap

Do not enter Q in L/s with a coefficient fitted for m³/s. Do not square Hs or add this coefficient directly to a dimensionless local-loss coefficient.

When this method applies — and when it does not

This is a simplified system curve, not a pump performance curve. Changes in valves, pipe routing, friction-factor regime or reservoir levels change the model. A negative calculated head indicates the chosen system may supply rather than require head at that flow.

For study and understanding, not approval of a real structure, site operation or design. Apply the correct standard, National Annex and professional review to actual engineering work.

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Sources & further reading

References open in a new tab and explain the underlying principles. The teaching text and examples here are SimpleFlick’s own; the source organisations have not endorsed this calculator.

Reading focus: Simple system curve. Water-measurement principles; for discharge devices, read the orifice/weir chapters and the installation and head-measurement conditions, not only the coefficient formula.

Lesson updated: · Both examples and the separate practice case are checked against an independent high-precision numerical implementation. This verifies arithmetic for the stated model, not engineering certification.

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