ABG blueroof

Stormwater attenuation - Faculty of Social Sciences Building, University of Sheffield, UK

ClientUniversity of Sheffield
DesignerHLM Architects
Contractor

BAM Construction
ABG Installs

Quantity

4,500m2

Benefits
  • Carbon footprint saving compared to underground attenuation tanks
  • Management of stormwater run-off and local flood risk
  • Filters out pollutants

Project Description
The 16,500m2 Faculty of Social Sciences building is designed to meet the future growth demands of the department up to the year 2035 and creates a world class, BREEAM outstanding building that encourages collaboration and enhances the Faculty’s reputation for excellence in teaching and research.

The Challenge
The landscape design for the new University of Sheffield building set out to create a large area of public realm on the social sciences campus, with provision for sustainable drainage systems, including extensive use of tree pits and rain gardens. As part of the SuDS design process to keep surface water run-off within the site discharge consent limit, a Blue Roof stormwater drainage system was considered as an alternative option to underground attenuation tanks.

The Solution
ABG were able to demonstrate that specifying a shallow Blue Roof attenuation layer involved much lower carbon emissions than excavating underground storage tanks.

The volume of vehicle movements required to install underground stormwater attenuation compared to the ABG blueroof system was calculated (delivered from ABG’s factory based 25 miles away), and a carbon footprint saving of 59% was estimated. The reduction in construction emissions was deemed particularly important given the site’s proximity to the Royal Hallamshire Hospital.

The 108mm ABG blueroof system design was fitted over a 4,500m2 roof catchment area by the ABG Installs team over a period of 8 weeks. The inverted roof system build-up includes a 245mm XPS insulation installed onto the waterproofing with a Water Flow Reducing Layer (WFRL) above. The ABG Deckdrain 4mm geocomposite drainage layer is installed above a 100mm void former, wrapped in a Terrex NW20 geotextile layer to prevent debris from entering the drainage voids. The roof build-up is completed with a surface finish combination of stone ballast and 63mm pavers.
Exploded cross-section illustration of a blue roof system showing roof surface, drainage membrane, water attenuation crates, filter layers, insulation, waterproof membrane and structural roof deck.
For the majority of the year, the roof drains into the rainwater outlets as normal; however, during prolonged spells of heavy rainfall, the void formers begin to temporarily attenuate the stormwater. During storm periods the rainfall outflow rate is slowed using 13 stainless steel restrictor chambers, positioned above each rainwater outlet.
Inspection chamber with a drainage outlet installed beneath a gravel surface, showing a recessed access cover and internal drainage components for rainwater management.
This controls the volume of water that is able to discharge from the roof during the storm, minimising surface water run-off and reducing the risk of flooding in the local area. The system is calculated to only reach maximum attenuation volume during a 1-in-100 year storm event, as calculated using the Flood Estimation Handbook rainfall data for Sheffield, plus a 40% allowance for climatic change. The system features an integrated overflow outlet in the event a storm occurs that exceeds this designed capacity.

The ABG Service
In addition to design and install of the Blue Roof, ABG has commissioned a weather station on the roof to be able to capture and monitor real-time rainfall data.
Solar-powered environmental monitoring station installed on a gravel roof, featuring a solar panel, weather sensor and control unit for monitoring roof conditions and drainage performance.

Additional information

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