The invention relates to a filamentous
sludge bulking
recovery method based on a non-
nitrification A / O (anaerobic / aerobic) biological
phosphorus removal process, and belongs to the field of urban domestic
sewage treatment and regeneration. In virtue of an A / O biological
phosphorus removal reactor, filamentous bulking is recovered in two stages, and the filamentous
sludge bulking
recovery method comprises the following steps: firstly keeping load at 0.40-0.50kg COD (
chemical oxygen demand) / kg MLSS (mixed liquor suspended
solid) / d, regulating
reflux ratio to 75%-85%, controlling the
aeration of an aerobic stage to form DO (dissolved
oxygen) gradient
aeration of 1.4mg / L-1.6mg / L, 0.9mg / L-1.0mg / L and 0.9mg / L-1.0 mg / L to eliminate filamentous fungi, reducing the
reflux ratio to 45%-55% when an SVI (
sludge volume index) value is reduced into the range of 180mL / g-250mL / g, and reducing the
aeration to form the DO gradient of 0.9mg / L-1.1mg / L, 0.4mg / L-0.6mg / L and 0.4mg / L-0.6mg / L. Under the operation parameter conditions, the filamentous bulking caused by the DO and high-load
impact (1.54kg COD / kg MLSS / d) can be recovered rapidly, the SVI is reduced from 569.8mL / g to below 150mL / g, and the
recovery time of bulking of the lighter filamentous fungi is shorter.