ROOF GARDEN DRAINAGE AND AQUADRAIN
ROOF GARDEN DRAINAGE AND AQUADRAIN COMPONENTS AquaDrain 25 25mm plate, 95% void AquaDrain 50 50mm plate, 96% Ecosand Cover materials are an essential part of the infiltration process. Ecosand is biologically engineered to provide maximum permeability through optimum physical, chemical and biological characteristics.
ROOF GARDEN DRAINAGE AND AQUADRAIN DESIGN FOR ALL ROOF STRUCTURES Lightweight Garden Over metal roof awning 1. Permeable soil mix 2. Geotex 225 Filter Fabric 3. AquaDrain 25/50 - plate and number of layers dependant on drainage requirements. Lightweight Garden 4. With minimum soil depth waterproof membrane 5. Garden With minimum soil depth Tuflex Reinforced concrete slab to be designed as per engineers details and loading requirements of roof garden water outlet
ROOF GARDEN DRAINAGE AND AQUADRAIN ADVANTAGES OF THE ROOF GARDEN Environmental Storm water run-off management Absorbs CO2 Reduces urban heat island effects Reduces need for heating/ventilation systems – year round energy efficiency Modifies urban micro-climates Provides diverse habitats Retains and manages rainwater Purifies air and water Provides economic benefits Energy efficiency year-round Air and water purification
ROOF GARDEN DRAINAGE AND AQUADRAIN ADVANTAGES OF USING AQUADRAIN Reduces required soil depths and the associated loading requirements needed to support the soils No aggregate taxes where used to replace stone layers Reduced transport costs due to lightweight module with high void ratio (more for less) High void ratio allows water to infiltrate the roof garden quicker, creating a more efficient roof garden design Helps capture some water to prevent soils drying out during periods of dry weather
ROOF GARDEN DRAINAGE AND AQUADRAIN CASE STUDY - GCHQ Project: Government Communications Headquarters Client: GCHQ Location: Cheltenham Date of Installation: 2000 Type of System: Landscaped garden above underground area Infor: An enclosed and secure landscaped garden located in the centre of the doughnut. It is for the use of the workers and is an effort to encourage inter-departmental staff interaction.
CAR PARK DRAINAGE AND ROAD DRAINAGE SYSTEMS
POROUS PAVING SYSTEMS AND AQUADRAIN 50
POROUS PAVING SYSTEMS AND AQUADRAIN 50 ATTENUATION AND INFILTRATION AquaDrain 50 Infiltration AquaDrain 50 Attenuation
POROUS PAVING SYSTEMS AND AQUADRAIN 50 COMPONENTS AquaDrain 50 50mm plate, 96% void Tuflex and 300PP for use when water is being directed to a specified destination Geotex 225FF to be used when water is allowed to soakaway into the surrounding ground Tuflex Geotex 225FF Geotex 300PP Waterproof Membrane Filter Fabric Protection Fleece
POROUS PAVING SYSTEMS AND AQUADRAIN 50 SAVING COST AND IMPROVING FLOW RATES
POROUS PAVING SYSTEMS AND AQUADRAIN 50 SAVING COST AND IMPROVING FLOW RATES
POROUS PAVING SYSTEMS AND AQUADRAIN 50 SAVING COST ALL ROUND Reductions in cost of stone are not the only savings. Although AquaDrain 50 is more expensive, the associated costs offset the extra initial cost: A 72% reduction in stone quantity from the use of AquaDrain 50 means; Up to 95% cost reductions for transport (due to weigh and size restrictions of transporting stone) 75% reduction in aggregate levy’s THE GIVEN EXAMPLE IS TAKEN FROM A 250m2 CAR PARK WITH POROUS PAVING AND REQUIREMENT FOR A 66l/m2 STORAGE CAPACITY AND CAN BE FOUND IN FULL IN OUR AQUADRAIN 50 BROCHURE And finally a 30% reduction in dig volume and the associated labour and job cost.
COMBINED SURFACE AND CHANNEL SYSTEMS ROADSIDE DRAINAGE
COMBINED SURFACE AND CHANNEL SYSTEMS COMPONENTS 25mm plate, 95% void Pluvial Cube VersaVoid Modular, 96% void Modular tan, 96% void 50mm plate, 96% void Tuflex Ecosand Geotex 225FF Geotex 300PP Waterproof Membrane Ecological soil Filter Fabric Protection Fleece
COMBINED SURFACE AND CHANNEL SYSTEMS ROADSIDE DRAINAGE WITH GULLY POT More traditional collection, but water released into Pluvial Cube Soakaway Pluvial Cube wrapped in permeable Geotex 225FF and surrounded with suitable filter media such as ESS EcoSand
COMBINED SURFACE AND CHANNEL SYSTEMS LARGER ROAD DRAINAGE SCHEMES CONCRETE SLAB ROAD GEOTEX 300PP TUFLEX IMPERMEABLE GEOMEMBRANE ESS ECOSAND FILTER MEDIUM GEOTEX 225FF PERMEABLE GEOTEXTILE ESS PLUVIAL CUBE MODULES For use with both porous and non-porous road surfaces Combination of AquaDrain 50 and Pluvial Cube creates storage channels and storage volume Geotex 225 lining around outside edges of Pluvial creates and infiltration/soakaway, whilst Tuflex lining everywhere else allows for water channelling – even from the centre of the road
COMBINED SURFACE AND CHANNEL SYSTEMS ADVANTAGES Removes need for storm drains Percolation of rainwater into the soil Aquifer recharge Soil erosion reduction Relieves pressures on sewer systems Most Importantly: ESS roadside drainage removes the need for expensive road maintenance needed to repair damage caused by flooding.
SURFACE DRAINAGE AND ROADSIDE SWALE SYSTEMS
POROUS PAVING SYSTEMS AND PLUPAVE COMBINED SURFACE AND CHANNEL SYSTEMS TURF AND GRAVEL DRAINAGE CELL COMBISWALES
POROUS PAVING SYSTEMS AND PLUPAVE TURF AND GRAVEL DRAINAGE Reduces surface temperature Reduces surface runoff No surface drains required Easy installation Rigid Clipping System Cost effective Demarkation squares Provide ground marking in place traditional painted ground layouts
COMBINED COMBISWALE SYSTEMS DESCRPTION CombiSwales, or Combined Bioswales, are combined surface and sub-surface systems, providing optimum conditions to both prevent flooding and purify stormwater. Attenuation or infiltration Can be used to transport water, or just to filter and purify it before allowing to re-enter the natural water system At the surface, the grassed cover is non-invasive and helps to break down pollutants. Beneath, a sub-surface channel helps transport water to a designated outlet. In doing so, CombiSwales optimise the natural cleansing process whilst also providing surface and sub-surface void space.
COMBINED COMBISWALE SYSTEMS BENEATH THE SURFACE Water is further filtered through geotextile cover Water enters Pluvial Cube and is directed to either a specified outlet or soaks away into the surrounding ground
COMBINED COMBISWALE SYSTEMS TYPICAL INSTALLATION CASE STUDY Project: North Earlham Fire Station Client: Norfolk County Council Location: Norfolk Installation Date: 2015 Type of System: Rainwater Harvesting/Swale Size: RWH Tank – 23 m³ Swale – 52 m³ Depth of Cover: 300 -500 mm Zero discharge from site
FILTER PITS AND FLOW CONTROL FOR USE WITH ESS WATER MANAGEMENT SYSTEMS ESS Filter Pit Water Filtration AquaBrake Chamber Flow Control
FILTER PITS AND FLOW CONTROL AQUABRAKES HOW THEY WORK During low flows, the Aquabrake behaves like a traditional opening and water passes through at a normal rate. As the chamber fills, the Aquabrake is submerged and a rotational velocity established. This causes an air-cored vortex to form in the outlet which creates a significant opposition to flow through the device.
FILTER PITS AND FLOW CONTROL AQUABRAKES CHAMBERS KEY SYSTEM RESPONSES A Low Flow B High Flow C Blockage D Drain-Down During low flows, water passes through the AquaBrake in a traditional manner. During high flows, the AquaBrake is submerged and an air-cored vortex is formed. The integral vertical overflow pipe prevents flooding and water bypasses the AquaBrake. The chamber can be completely drained down via the manual bypass door and fitted pull wire.
SUSTAINABLE DEVELOPMENT – THE SOLUTION TO URBAN FLOODING Modular Tank Systems For Infiltration/Attenuation Rainwater Harvesting Pluvial Cube Modular Tank System Recycling System using Pluvial/ VersaVoid VersaVoid Modular Tank System
WATER COLLECTION AND STORAGE SYSTEMS STRUCTURAL COMPLIANCE CIRIA C737 Images extracted from CIRIA C737 Show problems of buckling when using perforated pipes ESS removes the need for pipes
DESIGN AND INSTALLATIONS NATIONALLY AND INTERNATIONALLY Barwa City Project, Qatar Motor City Project, Dubai City of Arabia, Dubai Burj Hotel, Dubai Pam Island Atlantis Hotel, Dubai The palm Grandeur, Dubai 7 Towers Project, Dubai Al Barari Development, Dubai ESS’ outstanding reputation extends beyond the UK. As well as working across the country, we have had lots of experience working within the Middle East.
ENVIRONMENTAL SUSTAINABLE SOLUTION LTD THANK YOU For more information please visit our website www.alderburgh.com
ROOF GARDEN DRAINAGE AND AQUADRAIN DESIGN FOR ALL ROOF STRUCTURES Lightweight Garden Over metal roof awning Lightweight Garden With minimum soil depth Garden With minimum soil depth 1. Permeable soil mix 2. Geotex 225 Filter Fabric 3. AquaDrain 25/50 - plate and number of layers dependant on drainage requirements. 4. Tuflex waterproof membrane 5.
Harmer Technical Helpline 01536 383810 3 Contents technical@alumascwms.co.uk Introduction Alumasc and Harmer 4 Quality and Sustainability 5 Harmer Roof Drainage Systems - Overview 6 Harmer Roof Drainage Systems - Range Summary 8 Harmer Roof Drainage Systems - Project Gallery 10 Aluminium Roof Outlets Introduction 12 Benefits 13 Product Range Summary 14
Lindab Rainline Roof Drainage System Before you start It is the total area of the roof that decides the dimensions of the roof drainage sys-tem. The bigger the roof, the more water the system must take care of. It will pay in the long run to be careful when you measure your roof and calculate dimen-sions. Take your calculation to your local
A low slope roof or flat roof has four parts such as roof deck, vapour retarder, insulation and roof membrane. The combination of these parts is known as roof assembly. 3.1 Roof Deck An entire roof system is held up by a roof deck. This is the base of roof assembly. Roo
1.1 Sloped Roof Eave 1.2 Sloped Roof Gable 1.3 Ridge Vent Detail 1.4 Roof Penetration 1.5 Sloped Roof at Chimney - Side 1.6 Cricket at Chimney 1.7 Chimney at Sloped Roof - 3D View 1.8 Roof Overhang at Exterior Wall 1.9 Sloped Roof at Dormer - Head Wall 1.10 Sloped Roof at Dormer - Side Wall 1.11 Valley Detail FLASHINGS 2.1 Roof Diverter .
increase compared to roof areas without ballast. Calculation: The required discharge rate Q (5,5) [L/s] of the design rainfall (r (5,5)) at a projected roof area A [m²] and a drainage coefficient C for the roof drainage is calculated as follows: Q (5,5) r (5,5) As regards emergency drainage, this leads to a minimum di-scharge rate Q emerg .
increase compared to roof areas without ballast. Calculation: The required discharge rate Q (5,5) [L/s] of the design rainfall (r (5,5)) at a projected roof area A [m²] and a drainage coefficient C for the roof drainage is calculated as follows: Q (5,5) r (5,5) As regards emergency drainage, this leads to a minimum dis- charge rate Q emerg .
Drainage Services Department INTRODUCTION Drainage Master Planning for Land Drainage ·Flood Control in the Northern New Territories of Hong Kong Since the establishment of the Drainage Services Department in 1989, strategic studies have been carried out to develop a comprehensive land drainage and flood control
On Getting What You Want: Our Method of Manifestation This point cannot be overemphasized. You need to see that the way it is now is the way you have chosen it to be on some level.