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光辅自耦合藻-菌颗粒污泥处理系统特性 被引量:1
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作者 程琪 何成达 +1 位作者 张淼 薛禹 《过程工程学报》 CAS CSCD 北大核心 2023年第1期78-87,共10页
在当前温室气体成为生态环境严重威胁的背景下,探究了实验室条件下光辅助自耦合藻-菌颗粒污泥处理系统达到最佳处理效果时,系统所需的曝气量大小。本工作首先阐述了该系统的培养过程,接着考察了藻类供氧完全替代曝气(零曝气)的情况下系... 在当前温室气体成为生态环境严重威胁的背景下,探究了实验室条件下光辅助自耦合藻-菌颗粒污泥处理系统达到最佳处理效果时,系统所需的曝气量大小。本工作首先阐述了该系统的培养过程,接着考察了藻类供氧完全替代曝气(零曝气)的情况下系统处理效果,最后探究了适当增加不同曝气量(0.2,0.4,0.6,0.8 L/min)的条件下系统处理效果。结果显示,在零曝气条件下经过12 h的处理,出水COD、总磷、总氮浓度分别降至76.70,1.09,3.52 mg/L,各指标浓度下降趋势明显,继续增大水力停留时间出水能够达标,但处理成本随之增大。对比几种不同曝气量条件,在0.2 L/min曝气量条件下系统各项出水指标效果达到最佳,COD、总磷、总氮浓度分别降至25.6,0.40,1.67 mg/L。因此0.2 L/min为系统最佳曝气量,在保证处理效果的同时能够为污水厂节能减排带来可观效果。 展开更多
关键词 自耦合藻-菌颗粒污泥 最佳曝气量 节能减排
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Combined effects of volume ratio and nitrate recycling ratio on nutrient removal,sludge characteristic and microbial evolution for DPR optimization 被引量:6
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作者 Miao Zhang Jing Gao +3 位作者 Yajun Fan Xiaoge Wu Jun Wu chengda he 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2021年第6期69-83,共15页
The optimization of volume ratio(V_(An)/V_(A)/V_(0))and nitrate recycling ratio(R)in a two-sludge denitrifying phosphorus removal(DPR)process of Anaerobic Anoxic Oxic-Moving Bed Biofilm Reactor(A^(2)/O-MBBR)was invest... The optimization of volume ratio(V_(An)/V_(A)/V_(0))and nitrate recycling ratio(R)in a two-sludge denitrifying phosphorus removal(DPR)process of Anaerobic Anoxic Oxic-Moving Bed Biofilm Reactor(A^(2)/O-MBBR)was investigated.The results showed that prolonged anaerobic retention time(HRT An:1.25→3.75 hr)exerted favorable effect on chemical oxygen demand(COD)removal(57.26%→73.54%),poly-β-hydroxyalkanoates(PHA)synthesis(105.70→138.12 mg COD/L)and PO_(4)^(3-)release(22.3→38.9 mg/L).However,anoxic retention time(HRT A)and R exhibited positive correlation with PHA utilization(43.87%-81.34%)and denitrifying phosphorus removal(DPR)potential(NO_(3)-/PO^(3-)_(4):0.57-1.34 mg/mg),leading to dramatical TN removal variations from 68.86%to 81.28%.Under the V An/V A/V O ratio of 2:6:0,sludge loss deteriorated nutrient removals but the sludge bioactivity quickly recovered when the oxic zone was recovered.The sludge characteristic and microstructure gradually transformed under the dissolved oxygen(DO)control(1.0-1.5→1.5-2.0 mg/L),in terms of sludge volume index(SVI:194→57 m L/g VSS),median-particle-size(D 50:99.6→300.5μm),extracellular polymeric substances(EPS)(105.62→226.18 mg/g VSS)and proteins/polysaccharides(PN/PS)ratio(1.52→3.46).Fluorescence in situ hybridization(FISH)results showed that phosphorus accumulation organisms(PAOs)(mainly Cluster I of Accumulibacter,contribution ratio:91.79%-94.10%)dominated the superior DPR performance,while glycogen accumulating organisms(GAOs)(mainly Competibacter,contribution ratio:82.61%-86.89%)was responsible for deteriorative TN and PO_(4)^(3-)removals.The optimal HRT A and R assembled around 5-6.5 hr and 300%-400%based on the PHA utilization and DRP performance,and the oxic zones also contributed to PO_(4)^(3-)removal although it showed low dependence on DO concentration and oxic retention time(HRT_(0)). 展开更多
关键词 A^(2)/O-MBBR Denitrifying phosphorus removal Volume ratio Nitrate recycling ratio Microbial contribution Process optimization
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