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effluent相关的网络例句

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与 effluent 相关的网络例句 [注:此内容来源于网络,仅供参考]

Effluent malodor concentration is less than 1 mg/m3 when gas flow rateis 0.3,0.6 or 1.2 m3/h and influent malodor concentration is 118?

结果表明,乙硫醇进气流量为 0 3、 0 6和 1 2m3/h ,进气浓度分别为 118、 64和 31mg/m3时,乙硫醇出气浓度不高于 1mg/m3。

HPMCs from effluent derived of patients undergoing CAPD had markedly varied morphologic features, ranging from a cobblestone-like appearance similar to that of mesothelium derived from omentum to fibroblast-like cells or mixed cell populations.

2相差倒置显微镜观察新开管的患者腹透流出液培养的HPMCs形态上一小部分呈圆形,椭圆形的上皮样细胞,融合后呈铺路石状,与大网膜培养的腹膜间皮细胞相似;而大部分为上皮样细胞和梭形的纤维样细胞的混合存在;腹透一年以上的患者腹透流出液培养的HPMCs多为梭形的纤维样细胞。

The analysis of the samples collected from the wastewater treatment plant showed that the recycled supernatant had a pH of 7.16~8.21, a conductivity of 371.1~769.1 μmho/cm, a total dissolved solid of 193.3~399.9 mg/L, and a turbidity of 0.901~54.3 NTU. The suspended solids of the recycled supernatant was found to be 0.4~45.6 mg/L, lower than the standard value in the Effluent Standards (50 mg/L). The ammonia nitrogen (NH3-N) and the Total Organic Carbon of the recycled supernatant were found to be 0.06~1.5 mg/L and 1.533~17.437 mg/L, respectively. The analysis of the Chemical Oxygen Demand of the wastewater treatment plant showed a concentration of 12.1~128.5 mg/L in the sample of the recycled supernatant.

在废水处理单元采样分析结果方面,回收之上澄液之pH范围为7.168.21间、导电度值范围在371.1769.1 μmho/cm间、总溶解固体量范围在193.3399.9 mg/L间、浊度范围则在0.90154.3 NTU间;在悬浮固体方面,其回收上澄液之范围在0.445.6 mg/L间,且回收水之悬浮固体均小於放流水水质法规标准值50 mg/L;在氨氮(NH3-N)方面,回收上澄液之范围在0.061.5 mg/L间;在总有机碳部份,回收上澄液之浓度范围在1.53317.437 mg/L间;而在净水场废水处理单元化学需氧量分析结果上,可发现净水场在回收上澄液之样本部份其浓度在12.1128.5 mg/L间。

The addition of MCMP had not only ensured the water quality of treated effluent to be up to first-class B of "Discharge standard of pollutants for municipal wastewater treatment plant"(GB18918-2002), but also achieved the removal of N and P effectively. Based on surveying the content of heavy metals, the T-Hg is about 81% higher, the TAs is about 110% higher, the TNi is 46% higher, the TK is 24% higher, the TP is 7% higher, the TCr is 64% lower, the TN is 29% lower. The MLVSS/MLSS is lower. The SVI value is from 19.3 to 26.23. This method needed no changes for wastewater treatment process and operation pattern, the extra consumption of power was also needlessness.

但同时发现,总汞较试验前提高81%,总砷较试验前提高110%,总镍较试验前提高46%,总钾较试验前提高24%,总磷提高7%;总铬较试验前减少64%,总氮减少29%,污泥的MLVSS/MLSS值略有降低,SVI值从19.3增加到26.23,为了保证排放的污泥中重金属含量不超标,在以后的实际生产运行中,需要定期以排泥形式排出含重金属等污染物的污泥,以保证污水处理的正常运行。

And,the copper and nickle in effluent water reaches national discharge standard.

制备了重金属捕集剂WY5并用于广东某线路板厂综合废水的处理研究,从投药量与铜、镍的去除效果的关系等方面进行了研究,探讨了WY5去除铜、镍的机理。

During the aerobic process for high-concentration night soil wastewater treatment,a great deal of foam is produced,and the system operation and the effluent quality are markedly influenced.

针对高浓度粪便污水在好氧处理过程中产生的大量泡沫会严重影响污水处理系统的运行和出水水质等问题,对泡沫的成因和控制措施进行了研究。

Finally it was found that the present of Oligochaetes not only brought better characteristics of the sludge such as good settleabilily, but also minished the membrane fouling greatly, and did not affect the effluent quality. And most important of all, in the case of almost no sludge production discharged, MLSS could be kept nearly 4000mg/L in more than 40 days when Oligochaete was present, which meant that there was no sludge production in the process.

同时,试验还发现大量蠕虫的存在,对出水水质的影响不大,但能够改善污泥特性,减缓动态膜污染,污泥浓度能自平衡于4000mg/L左右;并在近40天内,在没有排泥的情况下,无污泥量的增加,即实现了减量剩余污泥排放。

The new works were assumed to discharge the sweage effluent from an outfall approximately one kilometre off the coast.

新工程设想在离海岸约一公里的出口处排出污水流出物。

In this study the secondary effluent from Tianjin Jizhuangzi Sewage Treatment Plant was treated by continuous micro-filtration and ozonization processes.

采用连续微过滤和臭氧工艺对二级出水进行深度处理,回用于梅江小区为景观用水和居民冲厕等用水。

Paper effluent is treated by ozonization and coagulation, the removal of main pollutant substances such as COD、SS are over 99%, every index exceeded primary discharging standard, the water could be recovered as a byproduct.

摘要]采用臭氧—混凝法处理造纸废水,COD、SS等主要污染物去除率均高达99%以上,各项指标超过一级排放标准,水质完全可以回收利用。

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