tipp79
Civil/Environmental
- Nov 3, 2006
- 38
I'm currently working on a project where we are upgrading an existing water treatment works by adding secondary rapid gravity filters for manganese removal. These filters will be backwashed and the backwash discharged to a stream. As part of the proposed discharge consent, we will be required to treat this water to remove Manganese (average 10.4mg/l) and chlorine (avg 1.2 mg/l). The manganese is required to be treated to approx 50-100ug/l. It is proposed to discharge through a filter bag, followed by a GAC cartridge filter. The flowrate has not been decided upon as yet- it will depend on what flowrate is suitable for effective treatment through bag filters and filter cartridges. Basically, 15m3 will need to be discharged over a day so the flow through the bag filter and GAC filter will be in the region of 10l/s if discharged evenly over 24 hours.
Any advise on the feasibility of the above or alternative treatment options appreciated? (N.B. The ground isn't suitable for soakaway, no sewer connection available and there are slow sand filters upstream so no primary backwash water to mix secondary backwash water with- Secondary RGF dirty backwash water tends not to settle well on its own).
Many thanks
J
Any advise on the feasibility of the above or alternative treatment options appreciated? (N.B. The ground isn't suitable for soakaway, no sewer connection available and there are slow sand filters upstream so no primary backwash water to mix secondary backwash water with- Secondary RGF dirty backwash water tends not to settle well on its own).
Many thanks
J