RHI

Ecology & Environment

Rainwater Harvesting Impact Calculator

Calculate annual rainwater collection, demand offset, avoided water charges, cumulative savings, and net operational-versus-embodied carbon impact.

Annual harvest potential-
Annual demand offset-
Annual offset in cubic metres-
Entered demand offset share-
First-year avoided water charge-
Avoided charges through horizon-
Annual operational carbon difference-
Operational carbon saving less embodied carbon-

Decision view

Annual water allocation and carbon payback

Annual water allocation and carbon paybackUsable demand offset is separated from surplus collection while cumulative operational carbon is compared with embodied carbon.
Exact scenario comparisonAnnual rainfall (mm) changes while all other entered assumptions remain constant.
Annual rainfall (mm)Annual harvest potentialAnnual demand offsetAnnual offset in cubic metresEntered demand offset shareFirst-year avoided water chargeAvoided charges through horizonAnnual operational carbon differenceOperational carbon saving less embodied carbon

How to use Rainwater Harvesting Impact Calculator

  1. Enter effective roof area, annual rainfall, and runoff efficiency.
  2. Enter annual non-potable demand and water charge assumptions.
  3. Enter municipal, pumping, and embodied-carbon values.
  4. Compare the live annual water balance with cumulative money and carbon paths.

Calculator guide

Understanding Rainwater Harvesting Impact Calculator

Rainwater harvesting impact begins with a physical water balance: roof area and rainfall create a collection potential, runoff efficiency reduces it, and annual demand caps the usable offset. Financial savings and carbon effects must then be calculated from that usable volume rather than from rainfall that cannot be used.

Water first Financial and carbon results use the capped volume.
Units reconcile One mm-m2 becomes one litre.
Two paybacks Money and carbon follow separate cumulative curves.
Demand limits impact Unusable annual surplus is not valued.

Calculation method

How the calculation works

Model rainwater harvesting impact by capping collectible rainfall at entered demand, converting it to avoided charges, and separately reconciling operational-carbon assumptions with system embodied carbon. Demand caps the usable offset before financial and carbon assumptions are applied to collected water. Convert one millimetre of rain on one square metre to one litre, apply runoff efficiency, cap the result at annual non-potable demand, then value and carbon-account only the usable cubic metres.

Detailed calculation process

Turn roof rainfall into usable water, savings, and net carbon

The default case uses 180 m2 of effective roof, 850 mm annual rain, 82% collection efficiency, 120,000 L demand, and a 15-year horizon.

General formula: H = A R etaU = min(H,D)V = U/1000S_1 = V c_wS_n = S_1[(1+g)^n-1]/gC_a = V(c_m-c_p)C_net = nC_a-C_e Area times rainfall directly produces litres because 1 mm over 1 m2 equals 1 L. Efficiency reduces that physical potential, demand limits usable water, the growing-series formula totals avoided charges, and net carbon subtracts the one-time embodied amount from cumulative operational savings.

What each symbol means

A Effective roof collection area (m2).
R, eta Annual rainfall (mm) and runoff efficiency (decimal).
H, D, U Harvest potential, annual demand, and usable offset (L/year).
V Usable annual offset (m3/year).
c_w, g, n Water charge ($/m3), annual rate growth, and analysis years.
c_m, c_p Municipal and pumping carbon intensities (kg CO2e/m3).
C_e, C_net System embodied carbon and net horizon carbon saving (kg CO2e).

Worked substitution with the default inputs

1. Calculate gross harvest potential eta = 82/100 = 0.82H = 180(850)(0.82) = 125,460 L/year The litre identity removes any extra conversion factor at this stage.
2. Apply the demand cap U = min(125,460,120,000) = 120,000 L/yearV = 120,000/1000 = 120 m3/year The extra 5,460 L cannot become an entered demand offset in this annual model.
3. Calculate first-year savings S_1 = 120(3.20) = $384.00demand offset = 120,000/120,000 = 100% Only usable cubic metres are multiplied by the entered water charge.
4. Accumulate the growing charge S_15 = 384[(1.02^15-1)/0.02] = $6,640.67 The geometric sum applies the 2% annual rate growth once per year across the horizon.
5. Reconcile carbon impact C_a = 120(0.34-0.08) = 31.2 kg CO2e/yearC_net = 15(31.2)-650 = -182 kg CO2e A negative net value means the entered embodied carbon is not recovered within 15 years.

The defaults offset all 120,000 L of annual demand and avoid $6,640.67 over 15 years, while remaining 182 kg CO2e short of embodied-carbon payback.

Water and carbon decision view

Compare annual utilization with cumulative carbon payback

A water-allocation bar shows collection used versus surplus, while a horizon curve tracks cumulative operational carbon against embodied carbon.

Harvest potential Physical annual roof yield.
Usable demand offset The capped portion with economic value.
Embodied threshold The carbon amount that must be recovered.
Horizon position Net carbon at the selected year.

Worked situations

Practical examples

  • The roof can collect 125,460 L, but annual demand caps use at 120,000 L.
  • The first-year avoided charge is $384.
  • At the entered carbon intensities, 15-year net carbon remains -182 kg CO2e.

Better inputs

Useful tips

  • Use effective connected roof area rather than total parcel area.
  • Keep annual demand in litres and tariff in currency per cubic metre.
  • Interpret financial and carbon payback separately.

Before relying on the result

Limitations and common mistakes

  • This annual balance does not model rainfall timing, tank overflow, drought sequence, or treatment losses.
  • Tariffs, pumping energy, and carbon factors are entered assumptions.
  • Water quality, plumbing separation, maintenance, and local rules require project-specific review.

Reference

Key terms

Runoff efficiency
Entered share of roof rainfall reaching usable collection.
Demand cap
Annual use cannot exceed entered non-potable demand.
Operational carbon saving
Municipal intensity minus pumping intensity for usable water.
Embodied carbon
One-time entered system life-cycle carbon amount.

Important note

Calculated from the entered environmental values using the displayed model. Measurement quality, local conditions, system boundaries, and source data affect interpretation.

Frequently asked questions

Why is usable water lower than harvest potential?

Annual demand caps the amount treated as offset.

Why is net carbon negative?

Fifteen years of entered operational savings are still less than embodied carbon.

Does the page size a tank?

No. It is an annual impact model, not a continuous storage simulation.

What happens when rate growth is zero?

The growing total reduces to first-year saving multiplied by years.