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Home > Forums > Civil / Environmental Engineers > Activities > Water treatment & distribution Forum

dosing rates for split manifold systems

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juany (Civil/Environmental)

16 Jul 12 20:12

I'm designing a large commercial ossf LPD system on sloping ground (2,780 gpd). I can justify using a split manifold system due to the difference in elevations between the lowest & highest lines which allows each subsystem to be designed separately. But when it comes to determining the dosing rate that will be used in sizing the dosing chamber.. I get stuck. Can anybody shed some light here? I jsut want some help in justifying sizing the dosing chamber for one subsystem with alternating pumps but I'm concerned with undersizing the tank... any help will be appreciated.

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