An aerobic granular
sludge treatment facility comprises a rectangular reaction tank and a
sewage inlet
pipe. The rectangular reaction tank is provided with a partition board and is divided into a water inlet area and a reaction area by the partition board, a water outlet of the
sewage inlet
pipe is positioned at the bottom of the water inlet area, a plurality of frame screen boards which are approximately parallel to each other are respectively placed in the water inlet area and the reaction area, the partition board is approximately perpendicular to the frame screen boards, a plurality of water inlet holes are disposed on the partition board,
aeration heads are arranged at both the bottom of the water inlet area and the bottom of the reaction area, a blowdown
pipe is positioned at the bottom of the water inlet area, a
siphon decanter is mounted at the
tail end of the reaction area, a water inlet end of the
siphon decanter is positioned on the upper portion of the
tail end of the reaction area, and a water outlet end of the
siphon decanter is positioned in a drainage channel. By the aid of the aerobic granular
sludge treatment facility, flocculent
activated sludge is granulated,
treatment efficacy is greatly improved, accordingly, purification
efficacy is enhanced, resources and energy are saved,
engineering cost and operation cost are reduced by 20% at least,
energy consumption is reduced by 10% at least, and
sludge treatment and disposal expenses are reduced by about 10%.