Diffuser manufacturers test oxygen transfer in clean water with nothing in the tank but water and air. A moving bed or submerged aerated filter is half full of plastic, and the plastic changes everything the bubbles do: it shears them, slows them, holds them up and, once biofilm grows, changes the hydraulics of the tank around them. Designers who apply a clean-water SOTE and a textbook alpha to a media reactor can be out by 30 to 50 percent in either direction. This article sets out what the carrier does to transfer, what the Cranfield test data say about different media, how fill ratio and biofilm shift the numbers and how to correct a design SOTE.

The transfer equation and where media enter it

Oxygen transfer into a reactor is kLa × (C* − C) per unit volume, and the design chain from clean water to process water is the familiar one:

AOTR = SOTR × α F × [(β τ Ω C*∞20 − C) / C*∞20] × θ(T − 20)
SOTR is the clean-water transfer at 20 °C and zero DO; α is the process-water to clean-water kLa ratio; F the diffuser fouling factor; β, τ and Ω the salinity, temperature and pressure corrections to saturation; C the operating DO; θ = 1.024.

Carrier media act on kLa through both the mass transfer coefficient kL and the interfacial area a. Three mechanisms are documented. First, bubbles striking carriers are sheared into smaller bubbles, raising interfacial area per unit of gas; this is strongest for coarse and medium bubbles, which is why media reactors tolerate the cheaper diffusers. Second, the tortuous path through the bed reduces the bubble rise velocity and raises gas hold-up, so each bubble spends longer in the water. Third, the media alter the macro-mixing of the tank, reducing dead zones and short-circuiting when the bed is well fluidised, but creating stagnant pockets and channelling when it is packed or when biofilm has filled the voids. Media therefore change SOTR itself, before any alpha is applied, and the correction must be made on the clean-water side of the equation rather than hidden in alpha.

What the Cranfield carrier tests showed

Work at Cranfield University with a UK media manufacturer measured hydraulics and oxygen transfer in a pilot reactor at a 60 percent fill ratio with five random-packed carriers: three spherical designs of 112, 148 and 220 m²/m³ protected surface area and 90 to 95 percent voidage, and two cylindrical designs of 348 and 610 m²/m³ at 80 to 82.5 percent voidage, aerated through a coarse-bubble grid at 2.2, 9.0 and 16.2 m³/m²·h.

MeasureWithout mediaWith media, clean waterWith media and biofilm
kLa enhancementbaseline+23 to +45% (spherical 23 to 45%, cylindrical 31 to 44%)n/a
SOTE, %/m, at 2.2 m/h air2.5 to 3.5 (coarse bubble norm)5.0 to 6.64.0, 3.7, 2.8 (spherical); 2.7, 1.6 (cylindrical)
SOTE, %/m, at 16.2 m/h air3.0 to 4.9
Hydraulic efficiency (effective volume)40 to 52%63 to 74%89 to 100% spherical; 74 and 63% cylindrical
Alpha, off-gas, in operation0.80, 0.59, 0.63 (spherical); 0.62, 0.63 (cylindrical)
Field aeration efficiency, kg O2/kWh0.6 to 1.5 (coarse bubble, literature)3.65, 2.85, 2.75 (spherical); 2.28, 1.70 (cylindrical)

Three findings matter for design. Media improved SOTE by 10 to 44 percent and kLa by a quarter to a half, consistent with the 6 to 61 percent spread reported elsewhere, and the gain falls as air rate rises because bubble break-up saturates. High-voidage spherical media retained or improved their hydraulics once biofilm grew, whereas the dense cylindrical media lost up to 29 percent of effective reactor volume and their in-operation SOTE fell below that of a plain coarse-bubble tank. And the measured alpha values of 0.6 to 0.8 sat inside the normal coarse-bubble range of 0.55 to 0.94, which supports the practice of applying a conventional alpha to a media-corrected SOTR rather than inventing a combined factor. Related Cranfield work found spherical media established a stable biofilm in 15 to 17 days against 23 to 24 days for cylindrical shapes, with more uniform coverage.

Fill ratio effects

Transfer enhancement rises with fill ratio up to a point and then reverses. Literature values run from a 15 to 32 percent SOTE gain at 25 percent fill, through 48 to 61 percent kLa gain at 40 percent, to about 50 percent SOTE gain at 50 percent fill with coarse bubbles, where one study saw SOTE rise from 2.9 to 5.6 %/m. Above about 60 percent the carriers can no longer circulate freely: mixing deteriorates, bubbles channel along preferred paths, and the hydraulic efficiency gain is lost. Tracer studies of a submerged aerated filter at 0, 25, 50, 75 and 100 percent fill found 50 percent gave the best hydrodynamics for BOD removal (70 percent removal, 1.59 kg/m³·d) and that complete fluidisation only occurred at 25 percent fill at the air rates used; at 100 percent the bed behaved as a packed filter with a quite different flow regime. Standard moving bed practice of 30 to 60 percent fill, with 67 percent as the ceiling for free movement, follows directly. Fill ratio also sets the minimum air rate: the carriers must be kept in motion whatever the oxygen demand, and 3 to 5 Nm³/m²·h of floor area is a common floor for mixing, which in a lightly loaded tank can exceed the air needed for oxygen and makes the effective transfer efficiency irrelevant to blower sizing.

Bubble, carrier and biofilm interactions

Shape and voidage of the carrier decide whether it helps or hinders. Open spherical and ring shapes with internal fins break bubbles on their edges and let the fragments pass, raising area without trapping gas; flat or plate-like shapes and small dense cylinders encourage bubbles to coalesce on their surfaces, which is why one study found ring media raised kLa by 6 to 22 percent at 40 percent fill while a circular flat carrier lowered it. Fine bubbles gain least from media, since they are already small, and in an IFAS retrofit with fine-bubble membrane diffusers the media enhancement is often only 5 to 10 percent; medium and coarse bubble systems gain most, and the usual MBBR choice of medium-bubble or coarse-bubble stainless grids is a deliberate trade of clean-water efficiency for robustness and media compatibility.

Biofilm changes the picture in two ways. It consumes oxygen at the carrier surface, so the bulk DO needed to drive a given flux through the film is higher than in suspended growth, typically 3 to 5 mg/L for nitrification against 2 mg/L in activated sludge, which lowers the driving force term (C* − C) by 15 to 25 percent and must be in the design. And it fills voids: a 300 µm film on a 610 m²/m³ carrier occupies around 18 percent of the void volume, against 6 percent on a 200 m²/m³ carrier, which is the physical reason the dense media lost effective volume and SOTE in operation. In a moving bed with low suspended solids (typically 100 to 300 mg/L) the alpha penalty from mixed liquor is small, so moving bed alpha values of 0.6 to 0.8 are normal; in IFAS the suspended sludge is present as well and alpha reverts to activated sludge values of 0.4 to 0.65, with the media gain offsetting part of the loss.

Design SOTE corrections

A defensible design sequence is:

  • Take the diffuser clean-water SOTE at the design submergence from tests to EN 12255-15 or the ASCE standard, which are run without media.
  • Apply a media enhancement factor Em to SOTR: 1.10 to 1.25 for coarse or medium bubbles with high-voidage media at 30 to 50 percent fill, 1.0 to 1.1 for fine bubbles, and 1.0 (no credit) for dense low-voidage media or fill above 60 percent unless the supplier has off-gas data from a comparable plant.
  • Apply alpha for the biology, not the media: 0.6 to 0.8 for a moving bed, 0.45 to 0.65 for IFAS at the activated sludge sludge age, and the lower end wherever surfactant-rich trade effluent is present.
  • Use the biofilm operating DO, not the suspended growth value, in the driving force.
  • Check the mixing air floor and take the larger of mixing and oxygen air as the blower duty.
  • Specify an off-gas or steady-state oxygen uptake test at commissioning to confirm the field transfer, because the enhancement is the least certain term in the chain.
Worked example. Moving bed reactor, peak oxygen demand 450 kg O2/day (18.75 kg/h), 5 m deep, diffusers at 4.6 m, 50 percent fill of 95 percent voidage spherical media, 20 °C, operating DO 3.0 mg/L.
Clean-water coarse-bubble SOTE 2.8 %/m × 4.6 m = 12.9 percent. With Em = 1.25: 16.1 percent.
Driving force: mid-depth saturation about 10.1 mg/L against 9.09 surface; (10.1 − 3.0)/9.09 = 0.78. Alpha 0.7, F 0.9. Field OTE = 16.1 × 0.7 × 0.9 × 0.78 = 7.9 percent.
Air demand = 18.75 / (0.28 kg O2/Nm³ × 0.079) = 850 Nm³/h; without the media credit it would be 1,060 Nm³/h. Over a 90 m² floor that is 9.4 Nm³/m²·h, above the mixing floor, so oxygen governs.
Blower at 0.55 bar and 65 percent efficiency: about 16.6 kW, a field aeration efficiency of 1.1 kg O2/kWh.

Were the design instead to use a dense cylindrical carrier at 60 percent fill, the honest Em is 1.0 and the in-operation SOTE may be lower than the plain tank; the air demand rises by a quarter and the blower must be sized accordingly. Media selection is therefore an aeration decision as much as a surface-area decision, and the surface area a supplier quotes is only useful alongside its voidage and its measured transfer with biofilm. Reactor sizing for the biology is covered in the MBBR design guide, and diffuser fundamentals in the aeration and oxygen transfer article.

Pitfalls in practice

  • Applying the manufacturer clean-water curve at 100 percent and then a generous alpha. This double counts if the supplier has already included media in its curve; ask which.
  • Retaining sieves. Blinded outlet sieves raise the water level, change submergence and trap air; sieve air scour must be in the air balance.
  • Diffuser access. A grid under 60 percent of plastic cannot be lifted without emptying the media; specify a drained media retention or removable diffuser headers at design.
  • Winter viscosity. Cold water raises saturation but lowers kL; carriers also circulate more sluggishly at 8 °C and the mixing floor should be set for winter.
  • Sloughing events. Mass biofilm detachment after a load change drops alpha for days as fines and polymer enter the bulk liquid.
  • Aeration energy share. Aeration is 20 to 60 percent of works electricity, so a 20 percent media credit that is not realised in the field is a permanent operating cost, not a commissioning inconvenience.

Frequently asked questions

Do plastic carriers improve or reduce oxygen transfer?

In clean water, high-voidage carriers at 30 to 60 percent fill improve the volumetric transfer coefficient by roughly 25 to 50 percent and SOTE by 10 to 44 percent with coarse or medium bubbles, by breaking bubbles and holding them up. In operation with biofilm, open spherical media keep most of that gain while dense low-voidage cylindrical media can fall below the no-media value because biofilm fills their voids and the bed loses effective volume.

What alpha factor should be used for an MBBR?

Off-gas measurements on media reactors give alpha values of 0.6 to 0.8, within the normal coarse-bubble range, because the suspended solids are low. Apply that alpha to a media-corrected clean-water SOTR rather than combining media and biology in one factor. IFAS reactors carry activated sludge as well and revert to alpha values of 0.45 to 0.65.

How does fill ratio affect aeration in a moving bed?

Transfer enhancement rises with fill ratio to around 50 percent and then falls as the carriers stop circulating freely; tracer tests show hydraulics are best near 50 percent and that complete fluidisation needs lower fills at modest air rates. Fill ratio also sets a minimum mixing air of about 3 to 5 normal cubic metres per square metre per hour, which may exceed the oxygen demand at low load.

Why do MBBRs use coarse or medium bubble diffusers?

Because coarse bubbles gain most from carrier break-up, are robust against carrier abrasion and fouling, and can be built as stainless grids that survive under a bed of plastic. Fine bubble diffusers start more efficient but gain only 5 to 10 percent from media, and membrane diffusers are hard to maintain under media.

Sources & further reading