Filtration at the Bloomington, IL Water Treatment Plant.

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Presentation transcript:

Filtration at the Bloomington, IL Water Treatment Plant

Old Plant Filters 1929, 1956, 1966

Old Plant Filters Filters #1-12: GAC-Capped Sand 435 square feet per filter (20’ x 21.75’) Operated at a flow rate of ~ 1 gpm/ft 2 Fixed surface wash nozzles

Old Plant Filters: Influent Trough

Old Plant Filters After Pressure Washing PVC Surface Wash Piping

Old Plant Filters: Fixed Surface Wash Nozzles PVC Pipe and Nozzles

Old Plant Filters: Media Removed Manifold Laterals

Old Plant Filters: Underdrain Perforated Cast Iron Lateral Piping : Uniform Distribution of Backwash Water

New Plant Filters

New Plant Filters: GAC Cap 24” filter cap replaced with virgin GAC every two years

New Plant Filters: Influent Trough Wash Water Trough Influent Channel and Wash Water Gullet

New Plant Filters: Influent Trough Filters #13-18 Dual-cell filters 462 square feet per filter (10.75’ x 21.5’ x 2 cells) Operated at a flow rate of ~ 2 gpm/ft 2 Rotating surface wash

New Plant Filters: Rotating Surface Wash Surface Wash Header

New Plant Filters GAC Removed Sand Layer Exposed

Granular Activated Carbon and Silica Sand

Backwash

Sand Grab Sample

Filter Core Sample Silica Sand Granular Activated Carbon

Top / Bottom of Sand Layer topbottom

New / Old Sand New sand is finer; more uniform

New / Old Sand D 10 (new) = 0.52 mm D 10 (old) = 0.58 mm

Examination of Old Sand Stereo Microscope

Examination of Old Sand

Elution of Old Sand

Organisms Rinsed from Old Sand

GAC Grab Sample

Chain of Custody

New / Old Carbon newold blackgrey

New / Old Carbon Old GAC has lost both ‘fines’ & larger particles

Examination of Old Carbon

Examination of Old Carbon Stalked, Epiphytic Bacteria extend from GAC surface

Examination of Old Carbon Bacteria fluoresce under UV illumination

Examination of Old Carbon Microbial Colonization of GAC Surface

Examination of Old Carbon

Replacing Lost Sand

The Changing of the Carbon

Disinfection after GAC/Sand Replacement