Attenuation Crate Quantity & Excavation Calculator

Enter the attenuation volume your drainage design requires. This returns the StormTank module count, the excavation footprint, and how that excavation compares with a granular (gravel) alternative at the same storage.

The attenuation or soakaway volume from your hydraulic calculation.
Layers × module height = tank depth, before cover.
Minimum cover is product-specific. Take it from the grade’s own data, not a generic figure.
Modules required—
Delivered storage—
Tank plan area—
Tank depth (crate block)—
Excavation depth incl. cover—
Excavation volume (crates)—
Excavation volume (gravel, 20% voids)—
Excavation avoided vs gravel—
Suggested load grade—
Cover check: enter your figures to see the governing load case.

What this does not do

This is a sizing aid, not a structural design. It converts a storage volume into module counts and excavation geometry. It does not calculate whether a grade survives your traffic load at your cover depth — that is a structural calculation to CIRIA C737, using the crate’s long-term (EN 17151) strength, with partial safety factors and the wheel load derived at the installed depth.

Two cover depths must be checked, not one: the shallowest cover governs dynamic wheel loads, and the deepest cover governs permanent (static) loads.

Module reference

Module Dimensions Storage Gross volume Void ratio
H500 1000 × 500 × 500 mm 237.5 L 250 L 95.0%
H400 1000 × 500 × 400 mm 190 L 200 L 95.0%

Excavation comparison assumes a granular alternative at 20% voids, the same required storage, and the same cover depth — a volume comparison only, not a cost comparison. Grade suggestion is an indication from the surface type; the specified grade must come from the structural calculation. Storm Manage holds short-term compression test data (Intertek 190702149GZU-001) and does not hold an EN 17151 long-term creep report.