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SediLogic Technologies

Wastewater lagoons

Inkom, Idaho

Accumulated solids across two lagoon cells, against a specification calling for a 50 per cent reduction. The treatment window was bounded by water temperature, which has to stay above roughly 55°F for the organisms to work at all.

48%

reduction in solids volume overall

Field result
Duty
Wastewater lagoons
Sector
Municipal
Treatment window
Five months, May to October
What was counted
Sludge depth and solids
  • Cell 1: 75.2 per cent
  • Cell 2: 37.5 per cent
The Inkom, Idaho lagoon cells from the air, one cell under aeration, the railway and cement works alongside and the Portneuf range behind.
The cells described on this page, photographed from the air.

01The plant

What was being treated

A three-cell municipal lagoon works. Cells 1 and 2 were treated; cell 3 has no aeration and was left out of the programme and out of the result.

02Before

How the material got there

Both treated cells were carrying heavy accumulation — averaging 52.3 inches in cell 1 and 43.6 in cell 2 — against a project specification that called for the solids volume to come down by half.

03Treatment

What was applied, and how

Weekly through the warm season, from 15 May to 11 October, mixed as a slurry in a five-gallon bucket and applied from a boat whose trolling motor was used to work it into the water. New aeration equipment went into both treated cells over the same period.

Every result in this library was measured at an operating plant treating with one of the formulations SediLogic supplies, over the window stated above. It is a field result published as reported, not a controlled trial we ran.

04Sizing

What the quantity was set against

Weekly applications across the warm-water window rather than a single charge. The window itself is the constraint: below roughly 55°F the organisms effectively stop, which is why the programme starts in May and ends in October.

05Method

How the result was established

Sludge-gun surveys across each cell before and after — the same method at both ends, which is what makes the two numbers comparable with each other.

06Comparison

What was left untreated

Cell 3 went untreated. It was excluded from the result rather than reported as a control, so it is not a control — but it is the nearest thing in this library to one, and the two treated cells differing by nearly forty points is the more useful comparison anyway.

07Outcome

What followed

48 per cent across the two treated cells, against a specification of 50. A reported drop in solids carried in the water column, and an accumulation layer that appeared less dense than it had been.

At the start

Cell 1 averaging 52.3 inches, cell 2 averaging 43.6 inches.

At the close

Cell 1 down to 11.7 inches, cell 2 down to 24.0 inches.

08Limits

What this record does not establish.

Aeration equipment was installed in both cells during the same window, so the result cannot be attributed to the product alone — this is the clearest confounder in the library and it is why the record carries the mark. Cell 3's readings were not published, so the untreated cell cannot be used as a baseline.

Only the volatile organic fraction of a sludge responds to any of this. Grit, sand, silt, mineral precipitates and plastics remain at any dose, here and everywhere else.

What we would supply

For this duty, in our range.

This is the duty SediLogic supplies and sizes. Which article depends on where the material sits: Sedivore Spike is the denser solid and carries down through depth to an established blanket, Sedivore Puck is a smaller unit that spreads a calculated dose across the bed, and SediLogic Maintain is a soluble pouch for load carried in the water column — with Sedivore Polar for that same duty where the water runs cold enough to stall a standard blend.

A quantity for your own lagoon comes from the dosing planner, sized against your dimensions and loading from the manufacturer's written dose method. It does not come from the figure on this page, which was set for a lagoon that is not yours.

Read next

The same duty, measured somewhere else.

  • Wastewater lagoons

    Barbourville, Kentucky

    Municipal24 weeks

    43.3%

    of accumulated solids digested

    Field result

    Just over five feet of accumulated solids in the primary aerated lagoon, assessed at 2,365 dry tons. The plant wanted a route that did not involve dredging.

    • 1,025 dry tons removed
    • Average depth 5.08 ft to 2.65 ft
    Sludge depth and solids
  • Wastewater lagoons

    Municipal WWTP, United States

    Municipal3 months

    672,659lb

    of organic solids digested

    Field result

    Decades of loading had taken the lagoon to a measured 20.5 per cent solids, with a dredging quotation in hand and no budget line to meet it.

    • Dredging deferred, not ruled out
    • A 4.5x cost saving against the dredging quotation
    Sludge depth and solids
  • Wastewater lagoons

    Meat processing facility

    Industrial12 months

    50%

    reduction in accumulated solids

    Field result

    Accumulated solids had cut hydraulic retention time to 13 days, capping what the facility could put through the plant and putting effluent quality within sight of a limit.

    • Retention time 13 days to 25 days
    • Treatment capacity recovered without dredging
    Sludge depth and solidsCapacity and retention time

All field results

Your lagoon next

This was measured somewhere else.

A different plant, a different loading and a different sludge. What decides your result is how much of your own accumulation is organic and treatable, and whether the dose is sized against the lagoon in front of us rather than read off this page. Tell us the dimensions and we will size it.