The periodic variation of operation states in triple ditch (BIO-DENITRO pro
cess) was investigated in a pilot-scale and a full-scale triple ditch treat
ing raw wastewater containing 70% petrochemical wastewater and 30% domestic
wastewater. Mathematical models describing the periodic variation of activ
ated sludge concentrations in each ditch were proposed based on theoretical
analysis and were verified in the pilot-scale and full-scale triple ditche
s respectively. The existence of optimal cycle time and time arrangement of
periodic operation programs were demonstrated and discussed according to t
he mathematical models and the experimental results of the pilot-scale trip
le ditch operated in four different stages. Four rulers determining the dur
ation and operation programs are suggested.