Model substrate storage, drainage capacity, and initial moisture for rooftops today accurately. Turn rainfall depths into retained volume, overflow, and performance metrics in seconds.
This calculator treats retention as limited by available storage depth and the storm depth. All depths are converted to millimeters internally for consistency.
Tip: If you lack measurements, start with porosity 0.55 and initial moisture 0.25.
| Scenario | Area (m2) | Rainfall (mm) | Media Depth (mm) | Porosity | Initial Moisture | Drainage Storage (mm) | Performance Factor |
|---|---|---|---|---|---|---|---|
| Light storm | 500 | 15 | 100 | 0.55 | 0.20 | 5 | 0.95 |
| Design event | 500 | 35 | 120 | 0.60 | 0.30 | 8 | 0.90 |
| Wet antecedent | 500 | 35 | 120 | 0.60 | 0.45 | 8 | 0.90 |
These examples illustrate how higher initial moisture reduces retention.
Green roofs reduce peak discharge by storing rainfall within the media and drainage layers, then releasing it gradually. For planning, retention is commonly expressed as a retained depth (mm) and an equivalent retained volume (m3) over the roof area.
The main storage term is the available pore space: (porosity − initial moisture) × media depth. Higher porosity or deeper media increases retention, while wet antecedent conditions reduce it. Drainage products can add detention depth, and a conservative performance factor accounts for aging or partial clogging.
Consider a roof area of 500 m2 with a storm depth of 35 mm. With media depth 120 mm, porosity 0.60, initial moisture 0.30, drainage storage 8 mm, interception 1.5 mm, slope 2°, and performance factor 0.90, the effective storage is about 40.5 mm. Because storage exceeds rainfall, retained depth equals 35 mm and runoff depth is 0 mm. Retained volume is approximately 17.5 m3.
Use retained depth to compare storms of different magnitudes, and retained volume to coordinate with cistern sizing or downstream controls. The effective runoff coefficient provides a quick check for hydrologic models that require a single coefficient for a design event.
Verify that assumed media depth matches the approved assembly, and confirm whether drainage storage is manufacturer-rated or field-observed. For compliance submissions, run multiple storms and antecedent moisture cases, then export CSV or PDF outputs for traceable calculations.
It estimates how much rainfall a green roof can retain during a storm, expressed as retained depth, runoff depth, retained volume, and an effective runoff coefficient for the selected event.
Media storage is available pore space: (porosity minus initial moisture) multiplied by media depth. It represents the depth of water the media can hold before drainage begins.
Performance factor reduces storage to reflect real-world uncertainty such as compaction, aging, partial clogging, nonuniform thickness, or conservative design assumptions.
Steeper slopes can drain faster and slightly reduce effective storage. This tool applies a modest slope-based reduction to approximate that effect for preliminary planning.
Use the drainage product’s rated detention depth, if available. If not, enter 0 and rely on media storage only, then refine once product data is confirmed.
No. It is a screening and reporting calculator for event retention. Detailed design may require continuous simulation, flow routing, and local compliance criteria.
Many drainage reports and sustainability submittals standardize on cubic meters. The calculator keeps volumes in m3 for consistent documentation across unit systems.
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.