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1)  ammonia nitrogen load
氨氮污泥负荷
2)  sludge loading
污泥负荷
1.
The effect of the BPA-sludge loadings on the BPA removal was investigated, and the contributions of sludge adsorption and biodegradation to removal were analysed.
考察了不同双酚A污泥负荷对双酚A去除的影响,以及污泥吸附和生物降解对去除的贡献。
2.
Comparison of removal rates was conducted with similar target compound-sludge loadings.
采用不主动排泥的运行模式,在相同污泥负荷条件下,对比研究了膜-生物反应器(MBR)与传统活性污泥反应器(CASR)对两种典型内分泌干扰物——双酚A(BPA)与壬基酚聚氧乙烯醚(NPnEO,n=1~4)的去除效果。
3.
sludge loading,pH and DO.
方法采用动态实验装置(膜生物反应器),通过对BOD、MLSS等的检测,研究污泥负荷、pH和DO对胞外聚合物合成的影响。
3)  sludge loading rate
污泥负荷
1.
Effect of sludge loading rate on the formation of sludge granules in UASB reactors;
污泥负荷对上流式厌氧污泥床中颗粒污泥快速形成的影响
2.
The results indicated that the phenomenon of sludge washed away was mitigated obviously when the sludge loading rate reached to 0.
试验结果表明:该废水污泥负荷达到0。
4)  sludge load
污泥负荷
1.
Optimization of sludge load in sludge water treatment system;
排泥水处理系统污泥负荷优化的中试研究
2.
A pilot-scale sequencing batch reactor (SBR) with a 12 L treating volume is conducted to treat high lipid-containing industrial wastewaters, and the main microbiological characters of the SBR process including active sludge volume index (SVI), the volume load (Nv), and the sludge load (Ns) are investigated.
小试研究了采用规模为12L的间歇式活性污泥法(SBR)生物反应器处理高浓度工业油脂废水,并分析了油脂废水降解过程中污泥体积指数、容积负荷、污泥负荷等的微生物学特性变化。
3.
Study was made previously on the effect of sludge load on filamentous sludge bulking, based on which experimental study was then conducted on the recovery of settleability of bulking sludge happening at low sludge load operation.
在前期已进行的污泥负荷对丝状菌污泥膨胀影响的研究基础上 ,对低污泥负荷下发生的污泥膨胀进行了污泥沉降性能恢复的试验研究。
5)  ammonia loading
氨氮负荷
1.
Effects of temperature and ammonia loading on nitrification in biological aerated filter for advanced treatment of secondary effluent of wastewater;
曝气生物滤池深度处理污水系统中温度及氨氮负荷对硝化作用的影响
2.
The treatments of cesspool sewage were performed in a lab scale hypoxia/aerobic biological aerated filter system to determine the effect of influent organic loading and ammonia loading on the effluent quality.
考察了进水有机负荷和氨氮负荷对曝气生物滤池出水水质的影响。
6)  CODCr loading of sludge
污泥CODCr负荷
1.
The removal rate of several key pollution factors such as CODCr,hydroxybenzene and chroma of dye-wastewater treated by high concentrated activated sludge process at different CODCr loading of sludge and the sludge's characters are discussed,and thereby selected the best CODCr loading range of sludge is 0.
探讨了该法在不同污泥CODCr负荷下对染料废水的CODCr、酚、色度等几个关键污染因子的去除率及其污泥性状,从而优选出最佳的污泥CODCr负荷区间为0。
2.
The CODCr\'s removal rate of mixed wastewater,which has different CODCr loading of sludge and different CODCr concentration of influent water,being treated by highly concentrated activated sludge process and its sludge charactristics are disussed.
探讨了高浓度活性污泥法在不同污泥CODCr负荷以及不同进水CODCr下对化工园区综合废水的CODCr的去除率及其污泥性状。
补充资料:污泥负荷
分子式:
CAS号:

性质:生物处理构筑物(如曝气池或其他构筑物)单位时间内单位重量污泥所能去除的有机物量。常用BOD5为kg/[kg(污泥)·d]或kg/[kg(MLSS)·d)来表示。它是曝气池或其他生物处理构筑物有机负荷的一种表示方法。

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