§ 7.5  Module 7 — Matching and Optimising

Energy, Life-Cycle Cost, and What Optimal Means

Capital cost is paid once and therefore remembered. Pumping energy is paid quietly, for as long as the station exists.Module 7

By the end of this lesson

  • Compute specific energy and annual energy for a duty
  • Compare alternatives on life-cycle cost rather than capital cost
  • State the assumptions a life-cycle comparison is sensitive to

7.5.1Energy per volume makes unlike duties comparable

Power answers what the station draws now; energy answers what it costs over time. For a pumping duty, Pwire = ρgQH/(ηpumpηmotorηdrive). Divide by flow and convert joules to kilowatt-hours to obtain specific energy: e = ρgH/(3.6×10⁶ηwire-to-water), in kWh/m³. Flow cancels explicitly, but head and efficiency still depend on flow through the operating point.

At 25 m total dynamic head and 72% wire-to-water efficiency, water at 15 °C requires about 0.0945 kWh/m³. A 1.20 million m³ annual volume therefore uses about 113,000 kWh if that duty represents every cubic metre. Real stations do not have one duty, so calculate each load bin separately and sum its energy.

7.5.2Annual energy is an integral disguised as a table

Build an annual duty profile from measured or justified flows and levels. For each bin, find the pump/system intersection, obtain efficiency from the submitted curve, calculate wire power and multiply by hours. Check that hours total 8 760 in a non-leap year and that pumped volumes reconcile with the demand or inflow forecast. This catches the common error of applying peak-duty power to every hour, or average-duty efficiency to a station that stages pumps.

BinHours/yFlowTDHWire ηEnergy
low4 80035 L/s19 m66%47 MWh
normal3 20065 L/s24 m74%66 MWh
peak76095 L/s31 m70%31 MWh
illustrative total145 MWh/y

Do not use the illustrative table as a design value

The rows show method and reconciliation, not a standard load profile. A sewage station follows inflow, wet-well cycling and staging; a potable station follows demand, storage and pressure control. Site data or a stated planning forecast must supply the hours.
The affinity laws scale the machine, not every system consequencetrap

Reducing speed moves the pump curve, but static lift, minimum transport velocity, motor cooling and control deadbands do not scale with it.

What to do

Use affinity laws to generate candidate duty, then re-intersect the real system and recheck every service constraint.

7.5.3Present value puts future bills beside today’s concrete

Life-cycle cost places alternatives on one economic date. For a constant real annual cost A, life n years and real discount rate r, the present value is PV = A[1 − (1+r)−n]/r. Add installed capital, planned maintenance and replacements, and subtract residual value on the same real or nominal basis. If energy escalation is modelled separately, do not also hide general inflation in a nominal discount rate.

annual energy cost                         $44,160/y
real discount rate                              3.0%
analysis period                               25 y
uniform-series factor                         17.413
present value of energy                    $768,965
installed capital                          +$310,000
present value of planned renewals           +$55,000
life-cycle cost                           $1,133,965

A transparent constant-real-cost comparison.

The least-capital alternative is rarely guaranteed to be least-cost because the energy term repeats. The least-energy alternative is not guaranteed either: extra pipe, excavation, electrical gear or standby capacity can cost more than the energy recovered. “Optimal” means the lowest stated objective over the stated boundary, subject to capacity, resilience, safety and regulatory constraints.

Check your understanding

Keep the economics consistent

1 auto-graded question with an explanation for every wrong answer. Requires JavaScript. (m7-l5-q1)

Interactive lab bench

Pay once for pipe, then every year for head

A 3D instrument you drive yourself, one variable at a time. It needs JavaScript and WebGL, so it is not shown in this static copy of the page.

7.5.4Sensitivity is part of the answer

At minimum, vary annual pumped volume, static levels, design-age roughness, efficiency degradation, electricity price, discount rate and asset life. For sewage, add inflow growth and the duty-cycle consequence of solids transport; for potable water, add pressure-zone and storage operations. Report the switching value where the preferred option changes. A conclusion that survives the credible range is useful; one that reverses under a small input change is a request for better evidence.

Why life-cycle costing entered pump guidance

Energy crises and rising operating budgets made the purchase-price habit visibly incomplete. Europump and the Hydraulic Institute published pump life-cycle-cost guidance that organized acquisition, installation, energy, operation, maintenance, downtime and disposal into one comparison. The categories are a framework, not default percentages: each project must supply its own boundary and evidence.

Lab 7.5

Present-value an energy bill

Write presentValue(annualCost, realRate, years) for a constant real end-of-year cost. If the rate is zero, return annualCost × years . Graded in the browser against 2 assertions; the editor and harness require JavaScript.

Examination score

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An optimum without a boundary, time horizon and sensitivity range is only a preference.