1) sludge retention
污泥截留
2) without biomass retention
无污泥持留
1.
A new process(Without biomass retention Sequential Batch Reactor,WSBR) is proposed in which a SBR is operated without biomass retention in order to fulfill denitrification over nitrite,and then a mathematical kinetic model is established to describe nitrification and denitrification in this process.
提出无污泥持留序批式反应器并建立其动力学理论模型。
2.
An orthogonal program of test runs was conducted to optimize the pretreatment operation(daily aeration time,HRT,phosphate concentration of the feed,and the cycle time) of a SBR with no biomass retention,or WSIP(without biomass retention sequential intentify pretreatment) reactor,to enhance biological treatment of Chongqing Heishizi landfill leachate at low temperatures.
以黑石子垃圾填埋场渗滤液强化预处理—生物接触氧化为依托,针对其处理效果的局限性,研究无污泥持留序批式预处理(WSIP)反应器正交试验,旨在优化运行参数,提高低温期间渗滤液处理效果。
3) sludgeimpoundmentbasin
污泥贮留池
4) intercepting rate of pollutant
污染物截留率
1.
The intercepting rate of pollutants of combined intercepting sewer during rainfall is strongly affected by Qmax/Qdr ratio and Qave/Qdr ratio.
截流式合流制排水管的污染物截留率取决于雨水最大流量与旱流污水流量的比值(Qmax/Qdr)及雨水平均流量与旱流污水流量的比值(Qave/Qdr)。
5) SRT
污泥停留时间
1.
The removal rates of COD and NH+4-N were gained at different SRTs by Eckenfelder equation.
利用Eckenfelder公式得出了MBR系统中不同污泥停留时间底物降解速率和氨氮的去除速率,结果表明在对数增长阶段和减数增长阶段,SRT为17 d时,对有机底物的降解速率和氨氮的去除速率都高于SRT为8、27、37和42 d的污泥系统对两者的去除,说明SRT对MBR污泥系统的活性有较大影响,确定排泥时间应综合考虑污泥活性、污泥产量和膜通量等因素。
6) sludge residence time
污泥停留时间
1.
Effect of sludge residence time to leftover sludge output;
污泥停留时间对剩余污泥产量的影响研究
补充资料：固定盖污泥消化池(污泥消化设施)
固定盖污泥消化池(污泥消化设施)
霸 黯i低黔…
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条