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India
Personne àcontacter Mr. Dinesh
324, New Sonal Link Ind. Est. No.2, Link Rd Malad (West), Mumbai, Maharashtra
Water Treatment Projects from 5 KLPD to 5 MLPD have been supplied to various clients CLARIFIERS Fixed Bridge • Across the tank (full length) with a Central drive head and suspended rake arms. Range is from 3 meters to *5 meters in length. • With Center Pier (either concrete or steel). Bridge for half the length of the tank. Main Center Drive mechanism with suspended cage holding the rake arms. Range is from *0 meters to *0 meters in length. Peripherally Driven • Traction drive on either rails or a concrete floor with rubber tyres. Half bridge suspending the rake arm, Slip Ring assembly etc. Range is from *2 meters to *0 meters. CLARIFLOCCULATOR Fixed Bridge • Across the tank (full length) with a Central Drive Head driving both the Flocculator and clarifier on the same Center, suspended paddles, Rake Arms etc. Range is from 3 meters to *5 meters in length. Rotating Bridge • The equipment is peripherally driven along with the clarifier rakes and the flocculation system Centrally driven using special Drive heads, specially designed for heavy dual drives. Range is from *2 meters to *0 meter is length. OTHER EQUIPMENTS Only Drives For All Type Of Clarifiers And Clariflocculators. Grit Separator Mechanism. The Mechanism will have Grit Collection System, washing systems, Raking mechanism and organic return pump. Range upto *2 meter tanks. Mechanical or Manual Bar Screens of any channel size Surface Aerators of Inverted core Design The Mechanism is of Inverted core Design based on a leading German System. Range 3HP to **0 HP. Our system shall guarantee 1.*0 kg of Oxygen input for even kilowatt of energy consumed. Trickling filters of size upto *0 meters in diameter. Belt Filter Screens of S.S.**6 MOC for Municipal Sewage Treatments Plants. Belt filter screens offer the best possible method of screening floating wastes, plastic wrappers, cans tins and other screenings that normally pass into the post screening equipments in the process, adversely affecting the effluent characteristics.
