Hydrocarbon Sep Catalogue English

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T T E E C C H H N N I I C C A A L L D D A A T T A A S S H H E E E E T T CONTENT HYDROCARBON SEPARATORS SELECTION GUIDE HYDROCARBON SEPARATORS Page 2 STEEL SEPARATORS Hydrocarbon separators with sludge trap HYDROMAC (Total accessibility discharge 100 mg/l) MACAT Page 9 HYDROMAC (Access shaft(s) discharge 100 mg/l) MAC Page10 NF HYDROMAC K (Total accessibility discharge 5 mg/l) MACKAT Page 11 NF HYDROMAC K (Access shaft(s) discharge 5 mg/l) MACK Page 12 Hydrocarbon separators with triple sludge trap HYDROLAV (Total accessibility discharge 100 mg/l) LAVAT Page 13 HYDROLAV (Access shaft(s) discharge 100 mg/l) LAV Page 14 NF HYDROLAV K (Total accessibility discharge 5 mg/l) LAVKAT Page 15 NF HYDROLAV K (Access shaft(s) discharge 5 mg/l) LAVK Page 16 Hydrocarbon separators with sludge trap and lifting pit NF HYDROFOSS K (Total accessibility discharge 5 mg/l) FOSKAT Page 17 Hydrocarbon separators with storm overflow weir upstream the sludge trap NF HYDROPASS K & HYDROPASS (Total accessibility discharge 5 mg/l) PASKAT Page 18 NF HYDROPASS K & HYDROPASS (Access shaft(s) discharge 5 mg/l) PASSK Page 19 Hydrocarbon separators with storm overflow weir upstream the triple sludge trap and by-pass NF HYDROLAVPASS K (Total accessibility discharge 5 mg/l) LAPKAT Page 20 NF HYDROLAVPASS K (Access shaft(s) discharge 5 mg/l) LAPK Page 21 Extension shafts RH Page 22 Typical TCC TCC Page 24 Installation instructions for steel separators Page 25 POLYETHYLENE SEPARATORS Sludge traps POLYCANT NPCA Page 26 Separators POLYDRO (discharge 100 mg/l) NPDR Page 27 POLYDRO – PAMCH (discharge 100 mg/l) NPDR-PAMCH Page 28 Separators with sludge trap POLYBAC (discharge 100 mg/l) NPBC Page 29 POLYBAC – PAMCH (discharge 100 mg/l) NPBC-PAMCH Page 30 POLYBAC K (discharge 5 mg/l) NPBCK Page 31 POLYBAC K – PAMCH (discharge 5 mg/l) NPBCK-PAMCH Page 32 Separators with storm overflow weir upstream the sludge trap and by-pass POLYPASS K (discharge 5 mg/l) DOK Page 33 POLYPASS K – PAMCH (discharge 5 mg/l) DOK-PAMCH Page 34 Extension shafts R300/450 Page 35 Typical TCC PE TCC Page 36 Installation instructions for polyethylene separators Page 37 Neutralization tanks STOPACID (small dilution volume) NSTP Page 38 STOPACID (Big dilution volume) NSTG Page 39 T.D : MARCH 2008

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Hydrocarbon Sep Catalogue English

Transcript of Hydrocarbon Sep Catalogue English

TTEECCHHNNIICCAALL DDAATTAA SSHHEEEETT CONTENTHYDROCARBON SEPARATORSSELECTION GUIDE HYDROCARBON SEPARATORSPage 2 STEEL SEPARATORS Hydrocarbon separators with sludge trapHYDROMAC (Total accessibility discharge 100 mg/l) MACAT Page 9HYDROMAC (Access shaft(s) discharge 100 mg/l) MAC Page10NF HYDROMAC K (Total accessibility discharge 5 mg/l) MACKAT Page 11 NF HYDROMAC K (Access shaft(s) discharge 5 mg/l) MACKPage 12 Hydrocarbon separators with triple sludge trapHYDROLAV (Total accessibility discharge 100 mg/l) LAVAT Page 13 HYDROLAV (Access shaft(s) discharge 100 mg/l) LAV Page 14 NF HYDROLAV K (Total accessibility discharge 5 mg/l) LAVKAT Page 15 NF HYDROLAV K (Access shaft(s) discharge 5 mg/l) LAVK Page 16 Hydrocarbon separators with sludge trap and lifting pit NF HYDROFOSS K (Total accessibility discharge 5 mg/l) FOSKAT Page 17 Hydrocarbon separators with storm overflow weir upstream the sludge trapNF HYDROPASS K & HYDROPASS (Total accessibility discharge 5 mg/l) PASKAT Page 18 NF HYDROPASS K & HYDROPASS (Access shaft(s) discharge 5 mg/l)PASSK Page 19 Hydrocarbon separators with storm overflow weir upstream the triple sludge trap and by-pass NF HYDROLAVPASS K (Total accessibility discharge 5 mg/l) LAPKAT Page 20 NF HYDROLAVPASS K (Access shaft(s) discharge 5 mg/l)LAPK Page 21 Extension shafts RH Page 22 Typical TCC TCC Page 24 Installation instructions for steel separators Page 25 POLYETHYLENE SEPARATORS Sludge traps POLYCANT NPCA Page 26 Separators POLYDRO (discharge 100 mg/l) NPDR Page 27 POLYDRO PAMCH (discharge 100 mg/l) NPDR-PAMCH Page 28 Separators with sludge trap POLYBAC (discharge 100 mg/l) NPBC Page 29 POLYBAC PAMCH (discharge 100 mg/l) NPBC-PAMCH Page 30 POLYBAC K (discharge 5 mg/l) NPBCKPage 31 POLYBAC K PAMCH (discharge 5 mg/l) NPBCK-PAMCH Page 32 Separators with storm overflow weir upstream the sludge trap and by-pass POLYPASS K (discharge 5 mg/l) DOK Page 33 POLYPASS K PAMCH (discharge 5 mg/l) DOK-PAMCH Page 34 Extension shafts R300/450 Page 35 Typical TCC PE TCC Page 36 Installation instructions for polyethylene separators Page 37 Neutralization tanks STOPACID (small dilution volume) NSTP Page 38 STOPACID (Big dilution volume) NSTG Page 39 T.D : MARCH 2008 Noncontractual document. The dimensions in mm are given for information only and can be modified without prior notice. FRANCEAUX 136-138 Rue Lon J ouhaux 01/03/2008 Tel : 00 33 (0)1 30 86 86 0078 500 Sartrouville France - Fax : 00 33 (0)1 30 86 86 01 [email protected] HYDROCARBON PRETREATMENT STUDY Date of the request: __/ __ / ____. Answer required for the: __/ __ / ____. Company: ____________________________Activity: _______________________ Name of the contact: ____________________First name: ____________________ Function: ______________________________ Mobile number: _________________Tel.:__________________________________ Fax :__________________________ Address: _______________________________E-mail : _______________________ _______________________________ City: __________________________________ PC :_____ Country :______________ NECESSARY PARAMETERS FOR THE STUDY Destination of the building site: Fuel distribution or unloading area. Opened surface: ______ m Opened car park. Covered surface m. Opened entrance ramp to consider: _____ m Washing area. Number of high pressure hoses: __ . Number of gantries: _ _. High content in mud Car parks and roads: Total surface of the side basin to collect: ______ m. Watertight surface: ______ m. Roof surface: ______ m. Non-watertight surface: ______ m. Average slope of the ground (1% per defect): ___ Density of the hydrocarbons to separate (0,85 in general) : ____. Connection DN to the network : ____ Discharge type: Waste WaterRain water Environment Treatment wanted Instantaneous Decennial flow: ____ l/s. Other: ________ Partial instantaneous: 20 % of the peak flow If other, please specify the treated flow and the peak flow: ____ l/s. ____ l/s Postponed: Leak flow:____ l/s. Building site: Presence of ground water: Inlet Water Wire of the separator: _____ mm. (Dimension compared to the finished ground). Pumping system to plan: Load to plan on the cast iron plugs:15 kN 125 kN 250 kN 400 kN Observations (Used products, specific risks,): ____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Place of the building site: Reference : Study, . Execution : Thank you for filling the informations and sending you request by Email, fax or post to: Company FRANCEAUXTelephone : 01 30 86 86 00136 rue Lon J ouhauxFax :01 30 86 86 0178508 Sartrouville cedex E mail : [email protected] Noncontractual document. The dimensions in mm are given for information only and can be modified without prior notice. FRANCEAUX 136-138 Rue Lon J ouhaux 01/03/2008 Tel : 00 33 (0)1 30 86 86 0078 500 Sartrouville France - Fax : 00 33 (0)1 30 86 86 01 [email protected] GUIDE HYDROCARBON SEPARATORS The choice of a hydrocarbon separator depends on various parameters: Discharge class Chosen material Building place Application 1. DISCHARGE CLASS The discharge class depends on the outlet type. (Environment in which the pre-treated effluents are discharged) The standards in force recommend two discharge classes: -Class I : Hydrocarbon residual content at the outlet of the separator lower than 5mg/l -Class II : Hydrocarbon residual content at the outlet of the separator lower than 100mg/l These standards do not advise the outlet associated with these two discharge classes. All the profession generally advises: Class I: (5mg/l) when the cleared sewage water is carried away directly into natural environment or in the pluvial water network. Class II: (100mg/l) when the cleared sewage water is turned towards sewage plant. 2. THE MATERIALS FRANCEAUXs hydrocarbon separators can be manufactured in steel, polyethylene or stainless steel. Steel:Most cases Best quality/price rate Polyethylene: Easy to install (lightness) Stainless steel: 10 years guarantee Essential for some applications such as: Battery premises, chemistry room 3. BUILDING PLACE The place where the hydrocarbon separator is installed has a high importance. It enables to determine: The extension shafts The working load of the plugs The extension shaft is a component that raises the access to the material up to the finished ground. It enables in some cases to put the separator with freeze protection. The extension shafts of the Franceaux separators with a total accessibility are adjustable and enable to refine the outlet water wire thanks to adjusting screws. The covers working load is determined according to the building place of the separator. (See Standard NF EN 124) Page 2 Noncontractual document. The dimensions in mm are given for information only and can be modified without prior notice. FRANCEAUX 136-138 Rue Lon J ouhaux 01/03/2008 Tel : 00 33 (0)1 30 86 86 0078 500 Sartrouville France - Fax : 00 33 (0)1 30 86 86 01 [email protected] the separator is settled out of a traffic area, the resistance of the cast iron plug will be 125 kN.If the separator is settled under an accidental traffic area, the resistance of the cast iron plug will be 250 kN. If the separator is positioned under a roadway with a heavy and intensive traffic, the separator will have to be equipped with a 400 kN plug. In this case, the separator will be manufactured with access shafts. The company will make a load-distribution slab and will provide concrete shafts and 400 kN cast iron plugs. 4. APPLICATION AREAS A hydrocarbon separator can be used in various applications. This practical guide is aiming to help you to choose the separator you need according to the constraints related to your building site. You will find below a non-exhaustive list of the most frequent applications with the apparatuses types corresponding to your need. A.COVERED PARKING AREAS Thequantityofmudincoveredparkingareasisgenerallynotveryimportant.Wewillchoosea separator with or without a sludge trap. The FRANCEAUXs NF HYDROMAC model (with sludge trap) answerstheseconstraintsperfectly.Itoffersaneconomicalbutveryefficientsolutionbecauseit combinesasludgetrapandaseparatorcompartmentinasinglesteelinstallation.Forthedifficult places to reach, FRANCEAUX has designed the POLYBAC, a hydrocarbon separator with sludge trap in polyethylene. The model will be chosen according to the following chart: Steel NF HYDROMAC Pages 11-12 Polyethylene POLYBAC K Pages 31-32Number of vehiclesSurface ( in m)Size Class I (5mg/l)Class I (5mg/l) 1 to 103001 11 to 5015003 51 to 15045006 151 to 20060008 201 to 240720010 241 to 10003000015 1001 to 20006000020 The HYDROMAC and POLYBAC apparatuses are available in 100 mg/l version (Class II) and 5mg/l version (Class I). The steel models are available with total accessibility or partial accessibility. It should be noted that regulations impose roof outlets (rather than gullies) in covered parking areas to bring the sewage water towards the separator. FRANCEAUX can also answer to these needs with its wide range of drainage products. B.FUEL DISTRIBUTION AREAS This type of surface present risks of massive oil spillage. The hydrocarbon separators equipped with a storm overflow weir (bypass) must not be installed on these sensible areas. Accordingtothe76-663decree(261bis)fromthe19J uly1976,andthe7J anuary2003decree, discharges coming from fuel distribution or filling areas must have a hydrocarbon concentration lower than 20mg/l. The chosen separator will mandatory fulfil conditions of class I. This decree imposes a Page 3 Noncontractual document. The dimensions in mm are given for information only and can be modified without prior notice. FRANCEAUX 136-138 Rue Lon J ouhaux 01/03/2008 Tel : 00 33 (0)1 30 86 86 0078 500 Sartrouville France - Fax : 00 33 (0)1 30 86 86 01 [email protected] discharge/hour/m2 of 45 litres for the considered area. A 0,5 ratio can be allocated to surfaces protected by a canopy. The ideal model for this type of application is the NF HYDROMAC K. The following chart will help you to dimension rapidly your separator for a fuel distribution area. Steel NF HYDROMAC K Pages 11-12 Fuel distribution area surface ( in m) Size Class I (5mg/l)