A full-scale oxidation ditch process for treating sewage was simulated with the ASM2d model and optimized for minimal cost with acceptable performance in terms of ammonium and phosphorus removal. A unified index was i...A full-scale oxidation ditch process for treating sewage was simulated with the ASM2d model and optimized for minimal cost with acceptable performance in terms of ammonium and phosphorus removal. A unified index was introduced by integrating operational costs （aeration energy and sludge production） with effluent violations for performance evaluation. Scenario analysis showed that, in comparison with the baseline （all of the 9 aerators activated）, the strategy of activating 5 aerators could save aeration energy significantly with an ammonium violation below 10%. Sludge discharge scenario analysis showed that a sludge discharge flow of 250- 300 ma/day （solid retention time （SRT）, 13-15 days） was appropriate for the enhancement of phosphorus removal without excessive sludge production. The proposed optimal control strategy was： activating 5 rotating disks operated with a mode of ＂111100100＂ （ ＂1＂ represents activation and ＂0＂ represents inactivation） for aeration and sludge discharge flow of 200 m3/day （SRT, 19 days）. Compared with the baseline, this strategy could achieve ammonium violation below 10% and TP violation below 30% with substantial reduction of aeration energy cost （46%） and minimal increment of sludge production （〈 2%）. This study provides a useful approach for the optimization of process operation and control.展开更多
基金supported by the National Natural Science Foundation of China (No.20921140094)the Chinese Academy of Sciences (No.KZCX2-YW-JC407)
文摘A full-scale oxidation ditch process for treating sewage was simulated with the ASM2d model and optimized for minimal cost with acceptable performance in terms of ammonium and phosphorus removal. A unified index was introduced by integrating operational costs （aeration energy and sludge production） with effluent violations for performance evaluation. Scenario analysis showed that, in comparison with the baseline （all of the 9 aerators activated）, the strategy of activating 5 aerators could save aeration energy significantly with an ammonium violation below 10%. Sludge discharge scenario analysis showed that a sludge discharge flow of 250- 300 ma/day （solid retention time （SRT）, 13-15 days） was appropriate for the enhancement of phosphorus removal without excessive sludge production. The proposed optimal control strategy was： activating 5 rotating disks operated with a mode of ＂111100100＂ （ ＂1＂ represents activation and ＂0＂ represents inactivation） for aeration and sludge discharge flow of 200 m3/day （SRT, 19 days）. Compared with the baseline, this strategy could achieve ammonium violation below 10% and TP violation below 30% with substantial reduction of aeration energy cost （46%） and minimal increment of sludge production （〈 2%）. This study provides a useful approach for the optimization of process operation and control.
