CBOD Conversion Rates

Conversion rates for CBOD are measured in units of kilograms per cubic meter of beads per day (kg/m3-day). In general, the removal rate is controlled by the CBOD loading rate (kg-CBOD5/m3-day). For CBOD effluent qualities below about 30 mg/L the conversion rate is proportional to the effluent concentration. For example, for a domestic waste source, the unit’s removal rate has been observed to be 2 kg/m3-day at a target effluent concentration of 10 mg-CBOD5/L. At higher CBOD concentrations the removal relation tends to increase exponentially probably reflecting the increasing proportion of the CBODthat is associated with particulates. Removal of organic particulates greater than 30 microns is rapid. No biological activity is required, just capture and remove. Insight into the potential removal rate for any application is gained by analyzing a sample for soluble and particulate CBOD.

Recirculating Filtration

Most CBOD removal problems are addressed with filters configured to recycle water multiple times through a PolyGeyser. The need for recirculation is largely driven by the need to supply oxygen to the submerged bed. Recirculation also facilitates a longer contact time with the bacteria-laden bead media. Water is in contact for only about 20 seconds in a single pass through the bed. During this 20 seconds, a heavily loaded filter will consume most of the oxygen in the water dropping the concentration from around 5 mg/l to below 1 mg/l. Recirculating the water repeatedly through the bed can increase the oxygen supply to the 6-10 kg/m3-day range demanded by a heavily loaded filter. CBOD removal rates are typically 2-3 times the heterotrophic oxygen consumption rates. Recirculation rates are normally set at 10 gpm/ft3 but can be reduced to conserve energy whenever oxygen demands allow.

The RCPG series has a recirculation tank built into the unit to facilitate recirculation. The units employ energy efficiency using airlifts to recirculate and aerate simultaneously in a low head (typically 4-6 inches) recirculation. The HPPG series can be configured with a packed tower for an adjoining tank, however, lifts are of the order of 10-15 feet. LPPG units can be configured with airlifts and a matching tank at the same elevation. These units are ideal for treatment of organically rich waters that are relatively free of fixed suspended solids.

Total BOD (TBOD20 or TBOD5) will be impacted by the particulate removal, by the heterotrophic action on dissolved organics, and by removal of ammonia/nitrite by nitrifying bacteria. Carbonaceous BOD (CBOD20 or CBOD5) is impacted by the particulate and dissolved organic removal, but not the nitrifiers as their activity is suppressed in the CBOD test. All bead filters nitrify even at high organic loadings as long as oxygen is present in the bed. It must be presumed that a nitrifier seed is available in any effluent sample collected, thus inhibition (CBOD) is required to get an accurate assessment of organic reduction. This is particularly important when attempting to comply with stringent effluent standards.

Concentrating Biosolids

Sludge production and handling is an issue anytime an aerobic process is used for BOD reduction as approximately 0.6 kg of biofilm is produced per kg of BOD removed (kg/kg). As part of their backwash cycle, PolyGeyser units shed, settle, and concentrate biosolids produced by the BOD conversion process. When a high-frequency backwashing is employed biodegradation of the biosolids (sludge) is minimized and perhaps 0.5 kg/kg of solids must be removed from the filter. Assuming a sludge concentration of 1% (10,000 mg-TSS/l), about 50 liters (13 gallons) of sludge is produced for every kg of BOD that is removed. For this reason, PolyGeysers designed for heavy BOD removal loads should be equipped with automated or pneumatic sludge removal. A means of the handling, treating and disposing of the sludge should be provided. Common practice is to discharge the sludge to an upstream clarifier.

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