EPIC J3413. Uniclass L L2123. CI/SfB (52.5) In6. The most advanced drainage system of its kind. ACO Qmax. Hydraulics and Legislation
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1 Uniclass L L2123 EPIC J3413 CI/SfB (52.5) In6 The most advanced drainage system of its kind ACO max Hydraulics and Legislation
2 ACO max System HYRAULICS & LEGISLATION Overview Channel drainage hydraulics are complex and influenced by a number of variables, including site catchment area, catchment angle of slope to the drainage system, overall site/installed channel slope, rainfall intensity and duration, outlet size(s) and position(s). Water flow in a linear drainage channel is described as steady, non-uniform or spatially varied flow and involves complex mathematical models in order to perform a reliable prediction of hydraulic performance. Steady non-uniform flow occurs when the velocity of flow remains constant at a given cross section of the channel, in relation to time, but increases at successive downstream cross sections. Further variation in flow conditions occurs as the intensity of the rainfall varies during a storm, leading to unsteady non-uniform flow. Using ACO s own laboratory verified hydraulic modelling program, Hydro V, the ACO Water Management esign Services team provide a free, no obligation design service to optimise hydraulic performance and minimise product and total installed costs. 900 Capacity (l/s) Length to outlet (m) ACO max 900 Total Flow Capacity Total flow at varying ground slope ACO max can successfully drain large areas with just one outlet if required, thereby reducing the need for underground pipes, carrier drains and their associated costs. For these applications, high flow rates and velocities can be experienced and should be acknowledged in the total design scheme. Failure to account for high flow rates and water velocity could cause detrimental effects such as downstream surcharge (flooding) and erosion in certain installations. Take the strain out of performance prediction. Contact ACO Water Management esign Services for a free, no obligation design service. % 0.75% 0.5% 0.25% 0% Capacity (l/s) Length to outlet (m) % 0.75% 0.5% 0.25% 0% ACO max Total Flow Capacity Total flow at varying ground slope 2
3 ACO max System HYRAULICS & LEGISLATION Use of Hydraulic Tables The tables list a selection of site slopes. ata are based on a rainfall intensity of l/s/m 2 (141 l/s/ha or 50mm/hr). For any variable outside the ranges stated, or for storage design and hydraulics contact the ACO rain esign Services epartment for free, no obligation assistance. Length to outlet and catchment depth data should be read in conjunction with flow rate and velocity data as the water velocity can increase significantly in the latter stages of a drainage run, particularly at steep gradients. High velocities may give rise to erosion of receiving downstream watercourses and may need to be treated with caution. ACO s technically advanced, laboratory verified hydraulic modelling program, developed to ensure optimised hydraulic performance and efficiency, is the ideal tool to optimise even the most complex applications. Contact the ACO Technical Helpline for free, no obligation service and support, telephone The following is a summary of the information recommended to be considered in order to complete an engineered hydraulic design: esign rainfall intensity (l/s/m 2 ). Storm duration (minutes) and return period (years). Longitudinal channel gradient (%). Total catchment depth and may include both sides of the intercept slot (m). Outlet position. Maximum permissible discharge flow rate - if applicable (l/s). Maximum permissible discharge velocity - if applicable (m/s). Flow controls to receiving watercourse or storm sewer flow rates, velocities etc. ACO max End inflow (rainfall intensity l/s/m 2 ) Length to Outlet (m) 50 Catchment area (ha) Longitudinal Ground Slope (%) ACO max Lateral inflow (rainfall intensity l/s/m 2 ) Length to Outlet (m) 50 Longitudinal Ground Slope (%) = Catchment epth (m) = Flow Rate (l/s) = Maximum flow velocity (m/s) at maximum inflow assuming free outfall
4 ACO max System HYRAULICS & LEGISLATION ACO max 900 End inflow (rainfall intensity l/s/m 2 ) Length to Outlet (m) Catchment area (ha) Longitudinal Ground Slope (%) ACO max 900 Lateral inflow (rainfall intensity l/s/m 2 ) Length to Outlet (m) Longitudinal Ground Slope (%) = Catchment epth (m) = Flow Rate (l/s) = Maximum flow velocity (m/s) at maximum inflow assuming free outfall
5 ACO max System HYRAULICS & LEGISLATION SuS Overview (Sustainable rainage Systems) SuS is a holistic approach to effective wastewater planning and the design management of surface water drainage systems. Traditional methods of draining large impermeable surfaces aim to remove water as fast as possible from the site with often little regard to downstream effects subsequently leading to hydraulic overload and flooding in some instances. ACO max essentially addresses: Water quantity - effective storm management system by utilising the available storage volume within the ACO max channel to locally contain storm water at source. Used in conjunction with an ACO -Brake flow regulator (customised to suit the site requirements), discharge to a stormwater sewer or downstream watercourse can be controlled to suit the hydraulic demands of the site and therefore help prevent local flooding. Use of space by providing large volume storage within the channel, clients and specifiers are able to make more effective use of available space. 5
6 ACO max System HYRAULICS & LEGISLATION Flow Regulation and Storage Effective and reliable regulation of outflow is core to a successful SuS drainage solution to ensure downstream receiving watercourses or storm sewers are protected from hydraulic overload and/or erosion and thereby prevent flooding. Consistent with the ACO philosophy of providing choice for the Specifier, the patented ACO -Brake flow regulator is achieved using a profiled notched weir plate design, customised to suit the desired specified output flow rate, without the need to resort to expensive and space consuming vortex flow regulation devices. ACO -Brake flow regulator benefits: ry conditions, no rainfall and no outflow. Rainfall starts, channel begins to fill with water and output via the flow regulator. No additional space needed fits inside ACO max channel systems. Simple construction. Easy to fit. Reliable operation. Convenient access through access chamber. Highly cost competitive compared to vortex flow regulators. ACO -Brake flow regulator features: No moving parts. Corrosion resistant 304 austenitic stainless steel construction. Flow rates verified under full-scale laboratory tests. Ground level ACO -Brake ACO -Brake Flow Regulator Schematic Outfall Water level in max system rises as storm intensity increases. Outflow reaches designed regulated flow rate without flooding of surrounding area. Storm passes, controlled outflow continues and water level in channel system falls. Principal advantages of the ACO -Brake flow regulator are as follows: Highly cost effective flow regulation at a fraction of the cost of vortex flow regulators. Neatly and simply installed in the ACO max channel sections. In contrast to orifice plate regulators, the notched weir design minimises silt build up and promotes selfcleansing in the event of any build up of residues. Long life assured with corrosion resistant, pickle passivated 304 stainless steel construction. ACO max Stormwater Storage Simulation ACO max when used with an appropriate flow regulator can be used to store stormwater at source, often eliminating the need for separate storage tanks. The designs can be verified by the ACO Hydro V hydraulic modelling software, with simulations of hydraulic performance during storms of any duration or return period. 6
7 ACO max System CHEMICAL RESISTANCE CHART Medium ensity Medium ensity Chemical Concentration Polyethylene Chemical Concentration Polyethylene Acetic acid, glacial Greater Than 96% Hydrochloric Acid CONCENTRATE Acetic acid 10% - 100% Hydrofluoric Acid CONCENTRATE Acetic anhydride 100% Hydrogen Peroxide 30-90% Acetone 100% Lactic Acid 100% Alum SOL Lead Acetate SAT SOL Aluminium Sulphate SAT SOL Magnesium Chloride SAT SOL Ammonium Chloride SAT SOL Magnesium Sulphate SAT SOL Ammonium Nitrate SAT SOL Maleic Acid CONCENTRATE Ammonium Phosphate SAT SOL Motor Oil 100% Ammonium Sulphate SAT SOL Nickel Chloride SAT SOL Aniline (aminobenzene) 100% Nickel Sulphate SAT SOL Barium Chloride SAT SOL Nitric Acid 25% Benzaldehyde 100% Nitrobenzine 100% Benzene 100% Oleic Acid 100% Benzyl Alcohol 100% Oxalic Acid 100% Borax SAT SOL Phosphoric Acid 98% Boric Acid SAT SOL Phosphorous Trichloride 100% Bromine 100% Petrol 100% Bromine Water 100% Potassium Carbonate SAT SOL Butyl Acetate 100% Potassium Chloride SAT SOL Butyric acid 100% Potassium ichromate SAT SOL Calcium Carbonate SAT SOL Potassium Hydroxide 10% Calcium Chloride SAT SOL Potassium Nitrate SAT SOL Calcium Hydroxide SAT SOL Potassium Permanganate 20% Calcium Nitrate SAT SOL Potassium Sulphate SAT SOL Carbon isulphide 100% Pyridine 100% Carbon Tetrachloride 100% Sodium Acetate SAT SOL Castor Oil SOL Sodium Bromide SAT SOL Chlorine Gas, wet 100% Sodium Carbonate SAT SOL Chlorine Water 2% SAT SOL Sodium Chlorate SAT SOL Chlorobenzene 100% Sodium Chloride SAT SOL Chloroform 100% Sodium Hydroxide Chromic Acid 50% (Caustic Soda) CONCENTRATE Citric Acid SAT SOL Sodium Hypochlorite 15% Citric Acid 20% Sodium Nitrate SAT SOL Citric Acid 50% Sodium Nitrite SAT SOL Copper Chloride SAT SOL Sodium Phosphate SAT SOL Copper Nitrate SAT SOL Sodium Sulphate SAT SOL iesel (ERV) 100% Sodium Sulphide SAT SOL imethyl Formamide 100% Stearic Acid SAT SOL icotyl Phthalate 100% Styrene SOL Ethanol 40% Sulphuric Acid 10% Ethanol 96% Sulphuric Acid 50% Ethyl Acetate 100% Sulphruic Acid 70% Ethylene Glycol 100% Sulphuric Acid 80% Ferrous Chloride SAT SOL Sulphuric Acid 98% Ferric Chloride SAT SOL Sulphuric Acid FUMING Ferrous Sulphate SAT SOL Tetrachloroethylene 100% Fomaldehyde 40% Thionyl Chloride 100% Formic Acid 40% Toluene 100% Fuel Oil 100% Turpentine 100% Glycerine 100% Water 100% Hydrobromic Acid 100% Xylene 100% Key Zinc Sulphate SAT SOL SAT SOL - Saturated Aqueous solution, prepared at 20 C SOL - Aqueous solution at a concentration higher than 10% but not saturated - indicates that the material is resistant to the particular chemical - indicates that the materials has a limited resistant to the particular chemical - indicates that the material is not resistant to the particular chemical and is not recommended for use 7
8 ACO max System LITERATURE FOR ACO MAX ACO MAX SYSTEM TECHNICAL ATA SITEWORK & INSTALLATION Call for literature or more information: ACO Water Management: Civils + Infrastructure A division of ACO Technologies plc ACO Business Park, Hitchin Road, Shefford, Bedfordshire SG17 5TE Tel: Fax: Sales: customersupport@aco.co.uk Technical: technical@aco.co.uk website: ACO max is a registered trademark of ACO Technologies plc. The ACO max channel system is protected by patent and registered design rights. All intellectual rights are the property of ACO Technologies plc. Any infringement of these property rights will result in the appropriate legal action being taken. July 2011 ACO Technologies plc. All reasonable care has been taken in compiling the information in this document. All recommendations and suggestions on the use of ACO products are made without guarantee since the conditions of use are beyond the control of the Company. It is the customer's responsibility to ensure that each product is fit for its intended purpose, and that the actual conditions of use are suitable. This brochure and any advice is provided by ACO Technologies plc (the Company) free of charge and accordingly on terms that no liability including liability for negligence will attach to the Company or its servants or agents arising out of or in connection with or in relation to this brochure or any such advice. Any goods supplied by the Company will be supplied solely upon its standard conditions of sale, copies of which are available on request. The Company's policy of continuous product development and improvement renders specifications liable to modification. Information provided in this brochure is therefore subject to change without prior notification. PC20930
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