Engineering calculators · Water reuse

Rainwater harvesting tank size calculator

Size a rainwater harvesting tank for a building or site using the simplified approach in BS 8515: the tank holds 5% of whichever is smaller, the rainwater you can collect in a year or the non-potable water you use in a year. The calculator also shows how much of the demand rain can meet and the mains water it could replace.

Inputs

Collection
Non-potable demand

Collection area is the plan area of roof that drains to the system. Use the long-term average rainfall for the site, for example from Met Office climate averages. "Use per person" covers WC flushing and washing machines; the default of 43.8 L/day is the 16,000 L a year per person used in the published demand formula. "Other demand" is for process, washdown or vehicle washing on non-domestic sites. Enter your water and sewerage price per m³ to see the value of the water replaced.

Results

Tank size (BS 8515 simplified)12,600 L12.6 m³, set by the annual yield
Annual rainwater yield252 m³252,000 L a year
Annual non-potable demand320 m³rain can meet up to 79%
Mains water replacedup to 252 m³/yrenter a price to value it

The tank holds about 14.4 days of average demand.

How the calculation works

  1. Annual yield (litres) = collection area (m²) × annual rainfall (mm) × drainage coefficient × filter efficiency [DB]. The drainage coefficient allows for rain lost on the roof: 0.9 for a pitched roof, 0.8 for a tiled pitched roof or a flat roof with a gravel layer. Filter efficiency is commonly 90% [DB].
  2. Annual demand (litres) = people × use per person × 365 + 60 L per m² of garden + other demand. The published domestic form is 16,000 L per person plus 60 L per m² of garden a year [NEST].
  3. Tank size = 5% of the lesser of annual yield and annual demand. This is the BS 8515 simplified approach; the source notes that larger tanks are not allowed because of the risk of bacteria breeding in stored water [NEST]. Five per cent of a year is about 18 days of storage.
  4. Mains water replaced is the lesser of yield and demand. This is an upper bound: in a dry spell the tank runs empty and the system tops up from the mains.

What this cannot tell you. The simplified approach suits steady demand and fairly even rainfall. It does not model month-by-month rainfall, long dry spells, or large or irregular demands. For those, BS 8515 has a detailed approach based on daily rainfall and demand records. BS 8515:2009 has since been replaced by BS EN 16941-1, so check which standard your project must meet. Tank, filter, overflow and backflow-protection details also need to follow the standard and the supplier's instructions.

Sources

  1. Tsihrintzis, V.A. & Baltas, E. (2014) Determination of rainwater harvesting tank size. Global NEST Journal 16(5):822–831 (BS 8515 5% rule, yield and demand formulae)
  2. Designing Buildings Wiki: Rainwater harvesting (Environment Agency sizing formula, drainage coefficients, filter efficiency)

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