Hi Nick,
Kroff has quite a bit of knowledge and experience in retrofitting WWTPs to improve effluent quality and compliance.
Without having complete knowledge of the plant design and effluent chemistry it's difficult to know the best approach to reduce suspended solid carryover.
Is there currently any coagulation/flocculation reaction before the pH tank? Sometimes, simply adding a flocculant will help coalesce the solids into large flocs, improving settling time. This sludge could then either be dewatered or hauled depending on the sludge amount. Depending on the quantity or volume of solids, sometimes just an inline filter (filter medias, poly bags, DE, etc) can be a convenient low cost option to reduce carryover. Sometimes solids will also settle well, but the volume of solids accumulates and eventually starts to carryover, in this case, a dewatering press in combination with structured polymer would be a good option.
Overall, there are likely more than one way to accomplish a reduction in SS carryover, and additional info on limits, footprint, chemistry, and capital considerations should all be considered.
Feel free to shoot me a message if you would like to discuss this further. Hope this helps get you started!
Thanks!
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Steven Maring
Water Treatment Consultant
Kroff Chemical Co
Pittsburgh PA
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