...
首页> 外文期刊>Water Science and Technology >Post-treatment of tannery wastewater using pilot scale horizontal subsurface flow constructed wetlands (polishing)
【24h】

Post-treatment of tannery wastewater using pilot scale horizontal subsurface flow constructed wetlands (polishing)

机译:使用试点秤水平地下流动构建湿地(抛光)后处理。

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

In the present study, a pilot scale horizontal subsurface flow constructed wetland (CW) system planted with Phragmites karka; longitudinal profile was studied. The wetland was fed with tannery wastewater, pretreated in a two-stage anaerobic digester followed by a sequence batch reactor. Samples from each CW were taken and analyzed using standard methods. The removal efficiency of the CW system in terms of biological oxygen demand (BOD), chemical oxygen demand (COD), Cr and total coliforms were 91.3%, 90%, 97.3% and 99%, respectively. The removal efficiency for TN, NO3- and NH4+-N were 77.7%, 66.3% and 67.7%, respectively. Similarly, the removal efficiency of SO42-, S2- and total suspended solids (TSS) were 71.8%, 88.7% and 81.2%, respectively. The concentration of COD, BOD, TN, NO3-N, NH4+-N, SO42 and S2- in the final treated effluent were 113.2 +/- 52, 56 +/- 18, 49.3 +/- 13, 22.75 +/- 20, 17.1 +/- 6.75, 88 +/- 120 and 0.4 +/- 0.44 mg/L, respectively. Pollutants removal was decreased in the first 12 m and increased along the CW cells. P. karka development in the first cell of CW was poor, small in size and experiencing chlorosis, but clogging was higher in this area due to high organic matter settling, causing a partial surface flow. The performance of the pilot CW as a tertiary treatment showed that the effluent meets the permissible discharge standards.
机译:在本研究中,中试规模的水平潜流栽有芦苇karka湿地(CW)系统;纵向轮廓进行了研究。湿地用制革废水进料,在预处理的两阶段厌氧消化器,随后的序列批式反应器。从每个CW样品并用标准方法进行分析。 CW系统的中的生物需氧量(BOD),化学需氧量(COD)方面的去除效率,Cr和总大肠菌群分别为91.3%,90%,97.3%和99%,分别。对于TN,NO3-和NH4 + -N去除率分别为77.7%,分别66.3%和67.7%。类似地,SO42-,S2-和总悬浮固体(TSS)的去除效率为71.8%,分别88.7%和81.2%。 COD,BOD,TN,NO3-N,NH4 + -N,SO42和S2-在最终处理的流出物中的浓度分别为113.2 +/- 52,56 +/- 18 +/- 49.3 13 22.75 +/- 20 ,17.1 +/- 6.75,88 +/- 120和0.4±0.44毫克/升,分别。污染物去除在所述第一12米降低并沿着CW细胞增多。在CW的第一单元P. karka发育差,在尺寸和经历萎黄小,但堵塞由于高有机质沉降是在这方面的更高,引起了部分表面的流动。导频CW作为三级处理的性能表明,该流出物满足可允许的排放标准。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号