Green Roof & Rooftop Garden Calculators

A green roof’s success depends on structural load, drainage, and waterproofing working together — this tool checks each before planting is chosen.

Units
System Type
Layer Build-up
Auto-filled from preset. Edit or add layers as required (top to bottom).
Stratigraphy Profile
Total Build-up Depth
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mm
Dry Dead Load
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kN/m²
Extra Load When Saturated
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kN/m²
Total Dry Weight on Structure
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kN
Total Saturated Weight
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kN
Substrate Volume
–
m³
Substrate Weight (Sat)
–
tonnes
GRO Code 2021 / FLL 2018: dry dead load = sum(depth_m × dry_density × 9.81/1000) kN/m². Saturated load uses saturated density. Ensure structural engineer confirms capacity before specifying system type.
Units
Existing Structure
Applied Green Roof Loads
Auto from Tab 1 or manual
Unfactored Applied Load
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kN/m²
Maintenance LL Applied
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kN/m²
Allowable Capacity
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kN/m²
Reserve Capacity
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kN/m²
Structural Utilisation
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%
Total Load on Structure
–
kN
Utilisation Status
BS EN 1991-1-1 Eurocode 1: ULS = 1.35×DL + 1.5×LL. Allowable capacity = SDL allowance + LL allowance. Utilisation = factored load / allowable × 100. Design to ≤80% utilisation to maintain serviceability reserve. Always verify with structural engineer.
Units
Hydrology Parameters
Design Peak Runoff — Greenfield
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l/s
Runoff Reduction vs Conventional
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%
Annual Rainfall Retained
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m³/yr
Storm Event Retention
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mm
Time to Overflow
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min
Annual SuDS Credit
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m³/yr
Outlet Capacity Adequate
GRO Code / CIRIA C753: Extensive roofs retain 50–80% annual rainfall. Runoff coefficient: extensive Cv=0.3–0.5, intensive Cv=0.1–0.3 vs conventional roof Cv=0.9. Storage = drainage layer + substrate retention capacity.
Units
Roof Geometry
Waterproofing System
Roof Drainage Plan
Roof Area
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m²
Falls Achieved
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%
Outlet Catchment per Drain
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m²
Flow per Outlet at Design Storm
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l/s
Liner / Membrane Area
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m² (incl. upstands)
Falls Compliant
Outlet Size Adequate
Upstand Height Adequate
BS 6229:2003: minimum falls 1:80 on flat roofs to prevent ponding. Drainage outlet sizing: Q = C×A×i where C=0.9, A=catchment area, i=design intensity. Upstand height: min 150mm above finished substrate level (GRO Code).
Units
Build-up Thermal Properties
Auto from Tab 1 or manual
UK Part L: 0.15 flat roofs
Total R-value
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m²K/W
Additional Insulation Needed
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mm (if failing)
Annual Heat Loss Reduction
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kWh/m²/yr
Annual CO₂ Saving
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kg CO₂/m²/yr
Annual Energy Cost Saving
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$/m²/yr
U-value Target Met
BS EN ISO 6946: U-value = 1 / (Rsi + R_layers + Rse). Surface resistances: Rsi=0.10, Rse=0.04 m²K/W. Substrate thermal conductivity varies with moisture content; use saturated value (0.08–0.15 W/mK typically). UK Part L 2022: flat roof U-value ≤0.15 W/m²K.
Units
Planting Category
Planting Load at Installation
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kN/m²
Wind Overturning Force per Plant
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kN
Combined Planting + Wind ULS
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kN/m²
Recommended Anchorage
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Structural Reserve Check
GRO Code / Eurocode 1: Tree wind load = Cf × qp × reference_area (crown). Use load combination: 1.35×DL(mature) + 1.5×Wind. Check against structural reserve from Tab 2. Single large trees may require individual structural assessment.

How Green Roofs Are Actually Engineered: Structure, Drainage, and Load Explained

A successful green roof is really the result of five separate engineering questions all being answered correctly and in the right order. This guide walks through each of them in plain language, explaining how a design team actually thinks through a green roof build-up from first principles.

Why saturated weight, not dry weight, is the number that matters

The single most important number in any green roof project is the fully saturated weight of the entire build-up, meaning the growing medium, drainage layer, and mature planting all holding as much water as they physically can, because this is the load condition the roof structure will genuinely experience during and after a heavy rainfall event, not the lighter dry weight the same materials would show in a warehouse before installation. Growing medium in particular can hold a very significant proportion of its volume in water when saturated, meaning the difference between dry and saturated weight for a typical green roof build-up is often substantial enough to be the deciding factor in whether an existing roof structure can support the proposal at all. This load assessment follows the load combination logic set out in Eurocode 1, applying appropriate safety factoring to the saturated dead load figure before it is checked against the structure’s actual load-bearing capacity, which is precisely why a structural engineer needs to be involved before planting selection or growing medium depth is finalised, not after.

How drainage and stormwater retention actually work together

A green roof’s drainage layer serves two purposes that pull in slightly different directions, allowing excess water to drain away so the growing medium does not become waterlogged and root systems stay healthy, while also retaining enough water within the build-up during a storm event to genuinely reduce and delay the peak flow reaching the building’s drainage system, which is usually the actual planning requirement behind specifying a green roof in the first place. The retention performance of a given build-up depends heavily on growing medium depth and the specific drainage layer product used, with deeper, more absorbent build-ups generally retaining a meaningfully larger proportion of a given storm event than a thin, extensive sedum-style system, which is worth knowing early if stormwater attenuation is a genuine planning driver for the project rather than simply a secondary benefit.

Falls, ponding, and why waterproofing specification depends on root behaviour

Roof falls, meaning the slope built into the roof deck to encourage water to drain toward outlets, need to be shallow enough that growing medium does not slump or erode over time, but steep enough to prevent standing water from pooling anywhere across the roof surface, since ponding both stresses planting through waterlogging and places unintended additional point loads on the structure exactly where it was not designed to carry them. Underneath all of this, the waterproofing membrane itself has to be specified as root-resistant, because plant roots are entirely capable of penetrating a standard waterproofing membrane over time in search of moisture, which is why green roof waterproofing is a genuinely different specification than standard flat roof waterproofing, not simply the same product installed underneath some plants.

Estimating thermal performance honestly

Green roofs do provide a genuine insulation benefit on top of their stormwater and biodiversity value, and this can be reasonably estimated using the same layered thermal resistance method used for any building fabric element, where the overall U-value of the roof build-up is calculated from the combined thermal resistance of each layer plus the internal and external surface resistances, following the method set out in the relevant thermal performance standard. That said, the thermal contribution of a typical extensive green roof build-up, while genuinely positive, is usually modest compared to a well-specified conventional insulation layer, so it is worth presenting to clients as a welcome additional benefit alongside stormwater and biodiversity gains rather than as the primary justification for the roof’s specification on its own.

Why planting selection has to come last, not first

The most common and most expensive green roof design mistake is choosing planting, particularly anything beyond a shallow sedum mat, before the structural capacity and available growing medium depth have actually been confirmed, because tree and shrub planting requires substantially more growing medium depth and therefore substantially more saturated weight than extensive planting, and retrofitting a structural upgrade after planting has already been specified and priced is a far more expensive and disruptive process than simply sequencing the design correctly from the outset, structure first, drainage and waterproofing second, and planting selection last.

Disclaimer

The information and any results referenced on this page are provided for general educational and early design purposes only, referencing general principles from Eurocode 1 and standard thermal performance calculation methods. This is not a substitute for a structural engineer’s assessment, a manufacturer’s system-specific buildup calculation, or a certified stormwater attenuation report. Any green roof project must be verified against site-specific structural surveys, manufacturer specifications, and local building regulations before construction.