Abstract: An effluent treatment system using a tank having a length between 3.5 and 6 times its width with an inlet at one end, a surface decanter at the other end, and submerged diffused aeration nozzles. Effluent input is continuous and cyclic operation involves air diffusion, rest period and then decanting. Transverse baffles may be used in the tank to cope with shock organic loads obviating the need for hydraulic or organic pre-balancing.

Abstract: A liquid surface decanter devised particularly for decanting clear liquid from settled effluent contained in a tank and comprising a rotatable suport pipe protruding through a side wall of a tank and a header pipe arranged parallel to the support pipe and connected thereto by a number of downcomer pipes. The header pipe is provided with longitudinal weir slots and is supported on the surface of the liquid by a buoyancy float. The level of the liquid relative to the weir slots is adjusted by the buoyancy float until liquid flows into the weir slots down the downcomer pipes and out through the support pipe at a predetermined rate causing the header pipe to fall within the tank and rotate about the axis of the support pipe.