TryBuildCalc

Rainwater Harvesting Liters Calculator(Roof Catchment, Rainfall & Tank Storage)

Estimate rainwater collection and tank storage.

Inputs

Section 1: Catchment & Rainfall

ℹ️Use roof plan area, terrace area, or paved collection area.

ℹ️Typical annual rainfall can range from 250 to 3,000 mm. Dry regions may be lower; very wet regions can exceed this.

Section 2: Collection Efficiency

ℹ️Surface type sets a default runoff coefficient. Choose custom to enter your own value.

ℹ️Typical roof values range from 0.75 to 0.95. Lower values collect less water.

ℹ️Allows for filter, gutter, conveyance, and practical collection losses.

ℹ️Optional rainfall depth diverted before storage. Enter 0 if not used.

Section 3: Storage & Demand

ℹ️Optional. Used to estimate overflow and usable stored water.

ℹ️Optional. Used for demand coverage and days of supply.

ℹ️Used to recommend a practical tank size from daily demand.

Large roof / site collection

💧 You can harvest up to 58,733 litres of rainwater per year.

Effective capture is 73.4% after runoff, first flush, and system efficiency losses.

This can cover 80.5% of your annual water demand.

Inputs Used

Catchment Surface: Metal / GI roof

Catchment Area: 80 m²

Annual Rainfall: 1,000 mm

Runoff Coefficient: 0.8

System Efficiency: 92%

First Flush Depth: 2 mm

Other Conversions

Cubic Meters: 58.733 m³

US Gallons: 15,515.6 US gal

Imperial Gallons: 12,919.4 imp gal

Cubic Feet: 2,074.1 ft3

Current Tank & Demand Planning

Entered Tank Capacity: 5,000 L

Max Stored at One Time: 5,000 L

Limited by the entered tank capacity.

Annual Overflow With This Tank: ⚠️ 53,732.8 L will overflow without additional storage

Compares total annual harvest with the entered tank size. Actual overflow depends on rainfall timing and water use.

Annual Demand: 73,000 L

Potential Demand Coverage: 80.5%

Based on total annual harvest, before detailed seasonal timing.

Backup Water Still Needed: 14,267.2 L

Supply From Full Entered Tank: 25 days

At 200 L/day demand.

Recommended Backup Tank: 2,000 L

Sized for 7 dry days plus 8% safety. Calculated need: 1,512 L. This is not sized to store all annual rainfall.

Loss Breakdown

Gross rainfall volume is 80,000 L. Runoff capture is 64,000 L, with 160 L reserved as first flush loss.

Harvestable water is calculated from catchment area, rainfall, runoff coefficient, first flush loss, and system efficiency.

Approximate results for planning only. Verify with a professional.

Rainwater Harvesting VisualizationTank: 5,000 LNet harvest: 58,733 LArea: 80 m2 • Annual rainfall: 1000 mm • Efficiency: 92%Diagram simplified for clarity (not to scale)

Looking for the verification checklist, reference tables, or tips and mistakes?See the complete Rainwater Harvesting Calculator.

Rainwater liters estimate

This page keeps liters as the primary output and uses a metal roof — 80 m² at 1,000mm annual rainfall with a 0.9 runoff coefficient and 92% efficiency — netting about 66,093 liters a year, a strong yield despite the smaller catchment area, thanks to the metal roof's higher runoff efficiency and higher rainfall figure.

Metal roofs are among the most efficient catchment surfaces for rainwater harvesting since their smooth, non-porous surface sheds nearly all the rain that lands on it, losing very little to surface absorption compared to concrete or tile.

  • Metal roof selected.
  • Rainfall: 1000 mm.
  • Efficiency: 92%.

How the rainwater harvesting calculation works

The calculator converts the catchment area to square metres and rainfall to millimetres. Since 1 mm of rain over 1 m² equals 1 litre, the water quantity is simple to estimate.

Step 1 - Calculate gross rainfall volume

Gross Rainfall Volume = Catchment Area × Rainfall
Litres = m² × mm

This is the theoretical water falling on the roof or terrace before any surface, gutter, filter, or first flush losses.

Step 2 - Apply runoff coefficient

Runoff Captured Water = Gross Rainfall Volume × Runoff Coefficient

The runoff coefficient adjusts for the catchment surface. Metal roofs collect more water, while rough or porous surfaces collect less.

Step 3 - Subtract first flush loss

First Flush Loss = Catchment Area × First Flush Depth
Water After First Flush = Runoff Captured Water - First Flush Loss

First flush is the initial dirty roof water diverted away from the storage tank. If you enter 0, the calculator skips this loss.

Step 4 - Apply system efficiency

Net Harvestable Water = Water After First Flush × System Efficiency

System efficiency accounts for practical losses in gutters, downpipes, filters, leakage, splash, and maintenance conditions.

Step 5 - Check storage, overflow, and demand

Overflow = Net Harvestable Water - Entered Tank Capacity
Period Demand = Daily Demand × Days in Period
Demand Coverage = Net Harvestable Water / Period Demand × 100
Backup Tank Need = Daily Demand × Dry Days × Safety Factor

Storage planning compares net harvest with the entered tank capacity and daily demand. The recommended backup tank is sized for dry days, not for storing all annual or monthly rainfall. If you already know the required litres, the Water Tank Capacity Calculator can convert that storage requirement into rectangular or cylindrical tank dimensions.

Real-World Rainwater Harvesting Example

This example uses the active inputs above and follows the same steps from the formula section.

Input Values Used

InputValueWhy it is used
Rainfall PeriodAnnualDetermines whether results are shown per year or per month
Catchment Area80 m2Multiplied by rainfall to get gross rainfall volume
Annual Rainfall1000 mmMultiplied by catchment area to get gross rainfall volume
Catchment SurfaceMetal / GI roof (coefficient 0.8)Reduces gross rainfall to account for surface losses
System Efficiency92%Reduces captured water for filter, gutter, and conveyance losses
First Flush Depth2 mmDiverts the initial dirty runoff before it reaches storage
Existing Tank Capacity5000 LUsed to estimate overflow and maximum stored water
Daily Water Demand200 L/dayUsed to estimate demand coverage and days of supply
Backup Dry Days7 daysUsed to size a practical backup tank
Safety Factor8%Adds a buffer to the recommended backup tank size
Primary Output UnitlitersSets the unit used for capacity figures in the result card

Step 1 — Gross Rainfall Volume

CalculationFormula / SubstitutionResult
Gross rainfallCatchment Area x Rainfall = 80 m² x 1,000 mm80,000 L

Step 2 — Runoff Captured

CalculationFormula / SubstitutionResult
Runoff capturedGross Rainfall x Runoff Coefficient = 80,000 L x 0.864,000 L

Step 3 — First Flush Loss

CalculationFormula / SubstitutionResult
First flush lossCatchment Area x First Flush Depth = 80 m² x 2 mm160 L
Water after first flushRunoff Captured − First Flush Loss = 64,000 − 16063,840 L

Step 4 — Net Harvestable Water

CalculationFormula / SubstitutionResult
Net harvestWater After First Flush x System Efficiency = 63,840 x 92%58,732.8 L

Step 5 — Stored Water and Overflow

CalculationFormula / SubstitutionResult
Max stored at one timemin(Net Harvest, Tank Capacity) = min(58,732.8, 5000)5,000 L
OverflowNet Harvest − Tank Capacity = 58,732.8 − 500053,732.8 L

Step 6 — Demand Coverage

CalculationFormula / SubstitutionResult
Annual demandDaily Demand x Days in Period = 200 x 36573,000 L
Demand coverage(Net Harvest ÷ Period Demand) x 100 = (58,732.8 ÷ 73,000) x 10080.5%
Backup water still neededPeriod Demand − Net Harvest = 73,000 − 58,732.814,267.2 L

Step 7 — Days of Supply From Stored Water

CalculationFormula / SubstitutionResult
Days of supplyStored Water ÷ Daily Demand = 5,000 ÷ 20025 days

Step 8 — Recommended Backup Tank Size

CalculationFormula / SubstitutionResult
Calculated backup tankDaily Demand x Dry Days x (1 + Safety Factor) = 200 x 7 x (1 + 8%)1,512 L
Practical rounded tank sizeRound up to the next practical tank size2,000 L

Therefore, this catchment can harvest approximately 58,733 L per year (effective capture 73.4%), covering about 80.5% of the entered yearly demand, with a recommended backup tank of 2,000 L.

Actual yield can vary with roof slope, gutter layout, leaf guards, maintenance, and real rainfall timing. Cross-check the recommended tank against the Reference Tables in the complete Rainwater Harvesting Calculator.

This page keeps things focused on the calculation above. For the full construction guide — verification checklist, reference tables, usage steps, tips, common mistakes, and limitations.See the complete Rainwater Harvesting Calculator.

FAQ

Gross rainfall is 80 m² x 1,000mm = 80,000 liters, reduced to 72,000 L by the metal roof's 0.9 runoff coefficient, then to 71,840 L after a 160 L first-flush loss, then to about 66,093 L after 92% system efficiency.
Because harvest depends on the product of area, rainfall, and coefficient together, not area alone — this page combines a higher rainfall figure (1,000mm) with the most efficient common roof surface (metal, 0.9 coefficient) and a higher efficiency (92%), which together offset the smaller 80 m² area.