Rain Barrel Calculator

Step 1 / 4Catchment

Use the horizontal plan area that drains to these downspouts, not the sloped roof surface or an unrelated roof section.

Estimate how much rain falls on the horizontal roof area connected to your barrels, how much remains after collection losses and a fixed first-flush diversion, and how much the installed storage can actually capture. Enter one rainfall event, the collection efficiency, barrel size and count, and any water already stored. The result separates potential collectible rain from captured water and overflow, shows storage after the event, and can estimate how many days that stored water would cover at an optional daily use rate. It is a volume-planning aid, not a plumbing, structural, water-quality or permit assessment.

How to estimate rain-barrel capture for one event

  1. 1

    Measure the connected catchment

    Enter the horizontal or plan-view roof area that drains through the downspouts connected to these barrels. Do not use the pitched roof surface area, and do not include roof sections that drain elsewhere.

  2. 2

    Describe the rainfall and losses

    Enter the rainfall depth for one event, a collection-efficiency percentage and any fixed first-flush diversion. Efficiency represents proportional losses such as splash, gutter leakage and wetting; avoid counting the same first-flush loss twice.

  3. 3

    Describe the storage and use

    Enter each barrel's capacity, the whole number of connected barrels and the water already stored. An optional daily use rate adds no-more-rain coverage; review capture, overflow and storage fill before planning the installation.

From roof rainfall to water in storage

The calculator works internally in square metres, millimetres and litres. The key identity is simple: 1 mm of rain on 1 m² of horizontal area equals 1 litre of water. Use only the projected roof area that drains to the selected barrels. Roof pitch increases cladding surface area, but it does not increase the horizontal footprint on which rain falls.

Let A be connected catchment area in m², P the rainfall event in mm, E the collection efficiency as a decimal, and F a fixed diversion in litres:

gross rain = A × P

collectible rain = max(0, gross rain × E − F)

The efficiency is a visible assumption, not a rating of the roof. It can represent proportional losses from splash, wetting, leaks and imperfect conveyance. A separate first-flush value is subtracted once after those proportional losses. If your efficiency already includes first-flush losses, leave the fixed diversion at zero to avoid double counting.

US customary inputs use exact conversions. One square foot is 0.09290304 m², one inch is 25.4 mm, and one US gallon is 3.785411784 L. This is equivalent to about 0.6233766 US gal per ft² per inch before losses. “US gal” is stated explicitly because an Imperial gallon is different.

Storage is a separate limit

Potential collectible rain is not the same as water captured. Let B be one barrel’s capacity, N the barrel count and W the amount already stored:

total capacity = B × N

free capacity = total capacity − W

captured = min(collectible rain, free capacity)

overflow = collectible rain − captured

storage after event = W + captured

The event-capture percentage compares captured water with collectible water. It is not shown when collectible yield is zero, because there is no event yield to divide by. The fill percentage compares ending storage with installed capacity. These two percentages answer different questions and should not be interchanged.

Result Meaning Important assumption
Collectible rain Roof runoff remaining after entered losses Uniform rainfall and constant efficiency
Captured water Water that fits in the free capacity No withdrawal during the event
Overflow Collectible water that does not fit Overflow is routed safely; it is not automatically “waste”
Stored-water coverage Ending storage divided by entered daily use No more rain, leakage or evaporation
Empty barrels required Identical empty barrels needed for the event yield It is not an installation recommendation

Worked metric example

A 100 m² connected roof receives 10 mm of rain. At 85% efficiency with no fixed diversion, gross rain is 100 × 10 = 1,000 L and collectible rain is 850 L. Two 200 L barrels provide 400 L of capacity. If 50 L is already stored, only 350 L is free, so the event captures 350 L, overflows 500 L and ends with 400 L stored. At an entered use of 25 L/day, the ending storage represents 16 days with no more rain; the newly captured portion represents 14 days.

Worked US example

A 1,000 ft² catchment receives 1 inch of rain. Gross yield is about 623.38 US gal. At 80% efficiency and after a 10 US gal fixed diversion, collectible yield is about 488.70 US gal. Two 55 US gal barrels holding 20 US gal initially have 90 US gal free. They capture 90 US gal, overflow about 398.70 US gal, and finish full at 110 US gal.

Use the estimate safely

  • Treat harvested roof water as non-potable by default. Roof runoff may contain microbes, metals, chemicals, animal waste and debris. Drinking or indoor connections require appropriate local assessment, treatment and backflow separation.
  • Water is heavy: a full 55 US gal barrel can weigh more than 450 lb (about 204 kg) including the container. Use a rated, covered container on a stable base and obtain structural advice for large or elevated storage.
  • Screen openings, control mosquitoes, maintain gutters and first-flush equipment, and route overflow away from foundations, neighbouring property and unsafe discharge points.
  • This event balance does not model rainfall timing, gutter or downspout flow capacity, wind, withdrawals during the storm, evaporation, leaks, freezing, irrigation demand or soil infiltration.
  • Check local rules for rainwater harvesting, plumbing, mosquito control, overflow and discharge. A calculated barrel count is a volume comparison, not approval of a system.

The volume relationship and projected-area method are described by the Australian Bureau of Meteorology. Collection losses and efficiency are discussed in the US EPA environmental-benefits method. For health and system-separation precautions, see the CDC rainwater guidance.

Frequently Asked Questions

Use the horizontal, plan-view area that actually drains to the barrels. Do not multiply it by a roof-pitch factor. Include only the roof sections feeding the connected downspouts; a whole-roof area will overstate yield when some gutters drain elsewhere.

Efficiency is your estimate of proportional collection losses from wetting, splash, gutter leakage and similar effects. The default is a generic planning assumption, not a roof certification. Use a locally supported value when available, and do not subtract the same first-flush loss in both efficiency and the fixed-diversion field.

The formula can calculate unconstrained potential volume from any rainfall total, but the storage results are intended for one event. Monthly or annual rainfall totals do not reveal storm timing, overflow or water used between storms, so they cannot predict dependable supply or required storage on their own.

Collectible rain is the roof yield after the entered losses. Captured water is limited by the free space in the barrels after accounting for water already stored. The remainder is shown as overflow; the calculator does not assume that overflow is wasted or that its discharge route is safe.

No. It is only a volume comparison using identical empty barrels. The tool does not size gutters, downspouts, bases, structural support, first-flush hardware, treatment, overflow drainage or plumbing, and it does not apply local permits or harvesting rules.

No. Values are sent to this site for the Livewire calculation and may appear in the multi-step result URL. They are normally not sensitive, but avoid entering personal information. The calculator does not need an address, map location, photograph or building plan.

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