Abstract: A buoyant wastewater aeration apparatus includes a buoyant float pod and at least one air conduit leg removably attached at a leg input end to a respective air supply outlet. The float pod further includes a leg-retainer structure that accommodates efficient engagement/dis-engagement of the air conduit leg at a known region of the leg. The leg-retainer structure may be in the form of a resilient clamp having an open end for removably engaging the known region of the leg. Alternatively, the leg may have attached thereto in the known region thereof a leg retainer-engaging structure that surrounds the leg, wherein the leg-retainer structure is a non-resilient split-ring having a given shape and dimension. The split space has a dimension sufficient for the leg diameter to pass through.

Abstract: A wastewater aerating system uses a plurality of aeration floats movably arranged within a body of wastewater and supplies each of the floats with compressed air delivered through a flexible line from a compressor arranged onshore near the wastewater body. Each aeration float has a floatation chamber floating on the surface of the wastewater and delivers compressed air from the floating chamber downward to a predetermined depth below the waste water surface where the compressed air is distributed to a plurality of diffusers arranged around the surface float to direct streams of air bubbles up through the wastewater to the wastewater surface around the surface float. This nourishes aerobic bacteria, which then consume materials within the wastewater.

Abstract: This invention relates to the aeration of relatively large volumes of wastewater using an improved high-capacity aeration system to stimulate enhanced bio-activity. An air delivery system is provided to deliver oxygen to a body of wastewater beneath a large main processing float and a plurality of smaller bio-block floats positioned in proximity to the large main float to sustain biological media submerged beneath the floats. The bio-block floats are positioned relative to the main float so that the treatment capacity of the system can be increased without using additional, more costly, large processing floats. Moreover, the bio-block floats are made smaller relative to the main float so that the system can be easily and inexpensively transported using readily available standard-sized trucks.