Estimate storage, depth, and basin footprint accurately. Compare design options with practical assumptions and outputs. Export clean reports for review, field checks, and planning.
1) Raw runoff volume
Vraw = A × P × C
2) Safety-adjusted runoff volume
Vdesign = Vraw × Safety Factor
3) Outlet release during drawdown
Vrelease = Qout × t
4) Required storage volume
Vrequired = max(Vdesign − Vrelease, 0) + Vsediment
5) Basin volume for a rectangular frustum
V = d / 3 × (Ab + At + √(Ab × At))
Where:
A = catchment area, P = rainfall depth, C = runoff coefficient, Qout = outlet release rate, t = drawdown time, d = usable water depth, Ab = bottom area, and At = top area.
| Catchment Area | Runoff Coefficient | Rainfall Depth | Intensity | Outlet Rate | Drawdown | Total Depth | Freeboard | Side Slope | L:W Ratio | Sediment Storage | Approx. Required Storage |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 2.5 ha | 0.70 | 75 mm | 45 mm/hr | 10 L/s | 24 hr | 2.4 m | 0.3 m | 3:1 | 2.0 | 80 m³ | ≈ 725.38 m³ |
Example values are included for quick testing. Actual design should follow local hydrology, overflow routing, and authority requirements.
It estimates stormwater runoff volume, required storage, outlet release effect, approximate drain time, and basin dimensions based on depth, side slopes, and design assumptions.
The runoff coefficient represents how much rainfall becomes runoff. Hard surfaces usually have higher values, while lawns and permeable ground usually have lower values.
Freeboard is the vertical safety margin above the design water level. It helps prevent overtopping during uncertainty, wave action, clogging, and unusual storm behavior.
Drawdown period is the time allowed for stored water to leave the basin through the outlet system. It affects how much storage must remain available during and after the storm.
Sediment storage reserves extra space below the active water storage zone. This helps maintain performance over time before maintenance removes accumulated solids.
No. It is a planning and preliminary sizing tool. Final design should include local rainfall standards, routing checks, soil conditions, outlet control details, and code compliance.
It assumes a rectangular basin footprint with side slopes, creating a frustum-like storage shape. That lets the tool estimate top and bottom dimensions consistently.
Yes. The calculator accepts multiple common units for area, rainfall depth, rainfall intensity, and outlet discharge, then converts them into base units internally.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.