中文摘要：

The aim of this work is to evaluate the feasibility of applying the technology of oxidation-reduction potential(ORP)control on the municipal wastewater treatment system for nitrogen and phosphorus removal.Meanwhile the relation between the optimal ORP(ORP opt)and influent C/N ratio was evaluated,in which the influent chemical oxygen demand(COD)concentration was stabilized at(290±10)mg/L,the influent total phosphorus(TP)concentration was stabilized at(7.0±0.5)mg/L.The results indicated that:(1)the ORP in the second anoxic zone had effect on nitrogen and phosphorus removal capability,and the average percentages of phosphorus uptake in ANO2zone(ηa)increased with increasing ORP,i.e.,increasing from 12.0%at-143 mV to22.0%,30.0%,37.0%,and 45.0%at-123,-111,-105 and-95 mV,respectively;(2)the ORP opt as function of influent C/N ratio could be calculated by the equation:y=252.73e(-x/3.39)-131.01;the maximum percentage of phosphorus uptake in ANO2as function of the ORP opt could be calculated by the equation:y=-0.49 e(x/15.58)+1.51.The ORP opt was the important process control parameter that must be optimized for operation of enhanced biological phosphorus removal(EBPR)system.Moreover,ORP sensor is very simple,and the industrial applications of this strategy is practical.

英文摘要：

The aim of this work is to evaluate the feasibility of applying the technology of oxidation-reduction potential （ORP） control on the municipal wastewater treatment system for nitrogen and phosphorus removal. Meanwhile the relation between the optimal ORP （ ORPopt ） and influent C/N ratio was evaluated, in which the influent chemical oxygen demand （ COD ） concentration was stabilized at （290 ± 10 ） mg/L, the influent total phosphorus （TP） concentration was stabilized at （7.0 ± 0.5 ） mg/L. The results indicated that： （1） the ORP in the second anoxic zone had effect on nitrogen and phosphorus removal capability, and the average percentages of phosphorus uptake in ANO2 zone （ ηa ） increased with increasing ORP, i. e. , increasing from 12. 0% at - 143 mV to 22.0%,30.0%,37.0%, and45.0% at -123, -111, -105 and -95 mV, respectively; （2） the ORPopt as function of influent C/N ratio could be calculated by the equation： y ffi 252. 73e〈 -x/3.39） _ 131.01 ; the maximum percentage of phosphorus uptake in ANO2 as function of the ORPopt could be calculated by the equation： y ffi -0.49e（x/15.58） ＋ 1. 51. The ORPopt was the important process control parameter that must be optimized for operation of enhanced biological phosphorus removal （ EBPR ） system. Moreover, ORP sensor is very simple, and the industrial applications of this strategy is practical.