| ABR/MBBR组合工艺处理草浆中段废水的中试研究 | |
| 孙玲玲 ; 何仕均 ; 王建龙 ; 李坤豪 ; 解明曙 ; SUN Ling-ling ; HE Shi-jun ; WANG Jian-long ; LI Kun-hao ; XIE Ming-shu | |
| 2010-06-04 ; 2010-06-04 | |
| 关键词 | 草浆中段废水 厌氧折流板反应器 移动床生物膜反应器 straw-pulp middle-stage wastewater anaerobic baffled reactor moving-bed biofilm reactor X703.1 |
| 其他题名 | Pilot Study on Combined Process of ABR/MBBR for Treatment of Straw-pulp Middle-stage Wastewater |
| 中文摘要 | 通过现场中试考察了ABR/MBBR组合工艺处理草浆中段废水的效果。结果表明,当ABR进水COD为1 339~2 948 mg/L、HRT为24~48 h时,其对COD的去除率约为50%;ABR出水流入MBBR,当MBBR的HRT为6~12 h时,其对COD的去除率约为60%,MBBR出水COD稳定在350 mg/L左右。在Fe2(SO4)3投量为1 250~1 750 mg/L的情况下,经混凝、沉淀处理后出水COD<100 mg/L。; The effect of the combined process of anaerobic baffled reactor(ABR) and moving-bed biofilm reactor(MBBR) on treatment of straw-pulp middle-stage wastewater was investigated in field pilot-scale experiment.The results show that when the influent COD is 1 339 to 2 948 mg/L and HRT is 24 to 48 h in the ABR,the COD removal rate is 50%.The effluent from the ABR enters the MBBR.When the HRT is 6 to 12 h in the MBBR,COD removal rate is 60%,and the effluent COD concentration is maintained at 350 mg/L.In addition,when dosage of Fe2(SO4)3 is 1 250 to 1 750 mg/L,the coagulation and sedimentation treatment results in the effluent COD below 100 mg/L. |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/36155]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 孙玲玲,何仕均,王建龙,等. ABR/MBBR组合工艺处理草浆中段废水的中试研究[J],2010, 2010. |
| APA | 孙玲玲.,何仕均.,王建龙.,李坤豪.,解明曙.,...&XIE Ming-shu.(2010).ABR/MBBR组合工艺处理草浆中段废水的中试研究.. |
| MLA | 孙玲玲,et al."ABR/MBBR组合工艺处理草浆中段废水的中试研究".(2010). |
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