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Storm Water Attenuation Calculator — How Much Storage Do I Need?
Indicative single-storm estimate of attenuation storage volume and crate quantities for surface-water runoff, using the Rational difference method. A starting point — not a substitute for the full critical-duration procedure in the CIRIA SuDS Manual (C753).
Total hard-surfaced area (roofs, drives, patios)
Illustrative only — derive your site value from FEH/FSR depth-duration-frequency data (e.g. uksuds.com or the FEH web service). Design rainfall varies by location, return period and storm duration; there is no single national 'typical' figure.
The maximum discharge (in l/s) your LLFA / SuDS Approving Body has specified — used exactly as entered. Greenfield rates are ~2-8 l/s per hectare; the Defra floor of 2.0 l/s/ha is a rate per hectare (some LLFAs, e.g. Essex, floor at 1 l/s absolute).
Single design-storm duration. The true critical duration (the one giving maximum storage) must be found by testing a range of durations — try several here and take the largest result.
Price per attenuation crate for cost estimate
Crate void ratio (default 0.95 = 95%)
Look up YOUR catchment value — the flat 40% national uplift was withdrawn by the Environment Agency on 10 May 2022 and replaced by management-catchment, epoch and percentile-specific allowances (see the EA peak-rainfall allowances dataset). Major developments must use the upper-end allowance.
Impermeable surface runoff factor (default 1.0)
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How We Calculate This
This calculator gives an indicative estimate of attenuation storage and crate numbers using the Rational single-storm difference method (inflow minus outflow over one design-storm duration). It is a starting point — see the note below on why a single duration is not the full picture.
The formulas
Peak inflow rate (l/s) = (Rainfall intensity × Impermeable area) / 3600
Storage volume (litres) = (Peak inflow - Allowable discharge) × Storm duration (seconds)
Number of crates = ceil(Storage volume / (Crate capacity × Void ratio))
How it works
The peak inflow rate is calculated from the design rainfall intensity falling on the impermeable (hard-surfaced) area. The allowable discharge rate (entered exactly as your LLFA specifies it) is subtracted to give the net excess flow that must be stored. That excess, multiplied by the storm duration, gives the storage volume.
The storage volume is then divided by the effective capacity of each crate (nominal capacity × void ratio, default 0.95) to determine how many crates are needed.
Why one storm duration is not enough
A single duration only samples one point. The critical storm — the one needing the most storage — is found by testing a range of durations: short storms are intense but brief, longer storms are gentler but deliver more total volume. The CIRIA C753 SuDS Manual and the susdrain attenuation method both require finding this maximum-storage (critical) duration. If your peak inflow at one intensity does not exceed the discharge, this method shows zero storage, but a longer, lower-intensity event may still require it — so test several durations here and take the largest result, or use full SuDS software.
Important notes
This is a simplified calculation suitable for initial sizing only. For planning applications, a full drainage strategy using software such as MicroDrainage / InfoDrainage or InfoWorks is typically required, modelling the full range of storm durations and return periods with FEH/FSR rainfall. The design should be carried out or verified by a drainage engineer.
Standards
Surface-water management should comply with Part H of the Building Regulations, the CIRIA SuDS Manual (C753), the National Standards for Sustainable Drainage Systems (Defra, 19 June 2025) and the Non-Statutory Technical Standards for Sustainable Drainage Systems (Defra, 2015). Climate change allowances follow the Environment Agency 'Flood risk assessments: climate change allowances' guidance (the flat 40% national uplift was withdrawn on 10 May 2022). Attenuation crates should hold BBA certification or equivalent.
Frequently Asked Questions
Storm water attenuation is the temporary storage of rainwater during heavy storms to prevent flooding downstream. When a site is developed (roofs, driveways, patios), rainwater runs off much faster than from the original greenfield. Attenuation tanks or crates store the excess water and release it slowly at a controlled rate (the greenfield runoff rate), preventing overwhelm of the drainage system or downstream flooding.
Design rainfall is location-, return-period- and duration-specific — there is no single national 'typical' figure (the 50 mm/hr default in this tool is illustrative only). Derive your design rainfall from FEH/FSR depth-duration-frequency data for your site (e.g. uksuds.com or the FEH web service). On climate change: the Environment Agency withdrew the flat 40% national peak-rainfall uplift on 10 May 2022. It is now replaced by management-catchment-specific allowances split by epoch (2050s / 2070s) and percentile (central 50th / upper-end 95th) — look up your value in the EA 'Flood risk assessments: climate change allowances' peak-rainfall dataset. Under the National Standards for Sustainable Drainage Systems (Defra, 19 June 2025), major developments must use the upper-end allowance. Your LLFA or SuDS Approving Body will confirm the return period and allowance for your planning condition.
The greenfield runoff rate is the rate at which water would naturally drain from a site before development, set by soil type, topography and catchment area. Greenfield rates are commonly in the order of 2-8 l/s per hectare and are estimated using methods such as IH124 / QBAR (see uksuds.com). The Defra Non-Statutory Technical Standards apply a floor of 2.0 l/s per hectare where the calculated rate is lower — note that is a rate per hectare, not an absolute 2 l/s. Some LLFAs instead floor at 1 l/s absolute, or at the 1-in-1-year greenfield rate. Enter the discharge figure (in l/s) your LLFA / SuDS Approving Body has specified; this calculator uses it exactly as entered and does not impose its own floor.
Attenuation crates (also called soakaway crates, geocellular storage, or stormwater crates) are modular plastic units that are assembled underground to create a void space for storing water. They have a void ratio of approximately 95%, meaning 95% of the crate volume is available for water storage. Common brands include Polypipe, Wavin, and Graf. They are wrapped in geotextile membrane and buried in an excavation. Use our Soakaway Crate Calculator to size a crate system for your project.
Attenuation systems themselves do not usually require separate planning permission, but they are typically a condition of planning approval for new developments. Under the National Planning Policy Framework (NPPF) and local planning policies, developments must demonstrate that surface water runoff will not increase flood risk downstream. A surface water drainage strategy is usually required as part of the planning application.
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Last updated: February 2026
Verified against UK standards · estimates only, confirm with your supplier.