许振成, 谌建宇, 曾雁湘, 彭晓春, 陈亮. 集约化猪场废水强化生化处理工艺试验研究[J]. 农业工程学报, 2007, 23(10): 204-209.
    引用本文: 许振成, 谌建宇, 曾雁湘, 彭晓春, 陈亮. 集约化猪场废水强化生化处理工艺试验研究[J]. 农业工程学报, 2007, 23(10): 204-209.
    Xu Zhencheng, Chen Jianyu, Zeng Yanxiang, Peng Xiaochun, Chen Liang. Experimental research on piggry farm wastewater treatment by enhanced biological process[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2007, 23(10): 204-209.
    Citation: Xu Zhencheng, Chen Jianyu, Zeng Yanxiang, Peng Xiaochun, Chen Liang. Experimental research on piggry farm wastewater treatment by enhanced biological process[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2007, 23(10): 204-209.

    集约化猪场废水强化生化处理工艺试验研究

    Experimental research on piggry farm wastewater treatment by enhanced biological process

    • 摘要: 该文采用新型厌氧反应器技术和强化生物脱氮及硝化技术处理猪场废水。试验结果表明:新型厌氧反应器容积CODCr负荷可达8 kg/(m3·d)以上,稳定运行CODCr平均去除率为75%;生物脱氮及硝化采用一体式A/O反应器,缺氧段水力停留时间为1 h,好氧段水力停留时间为3 d,氨氮浓度可控制在10 mg/L以下。总出水CODCr平均550 mg/L,BOD5平均53.0 mg/L,NH3-N平均8.8 mg/L,总CODCr去除率87%,总BOD5去除率96%,NH3-N总去除率在98%以上;采用原水碳源优化分配强化生物脱氮,TN去除率为77.11%左右。总出水BOD5/CODCr约0.10,出水CODCr中难生物降解成分占绝大多数,需经过后续物化处理才能达到广东省水污染物控制标准(DB44/26-2001)。

       

      Abstract: The novel technologies of anaerobic reactor and the enhanced biological nitrification and denitrification technologies were used to treat the intensive farm piggery wastewater. The results show that the new anaerobic reactor operates steadily,and its average CODCr removal is 75% under the 8 kg CODCr/(m3·d) of organic volume loading. The nitrification and denitrification are carried out through anoxic and aerobic process. With one hour's anoxic HRT and 3 days aeration HRT, the effluent NH3-N is less than 10 mg/L; the average effluent CODCr, BOD5 and NH3-N are 550 mg/L, 53.0 mg/L, 8.8 mg/L, respectively, and the relevant removal rates are 87%, 96%, 98%, respectively. Enhancing the biological nitrogen removal by optimum carbon source distribution,the total nitrogen removal rate was 77.11%. The ratio of BOD5/CODCr in the final effluent is about 0.10, the hard degradable pollutants are dominant, and it cannot reach the local discharge limitation standards of water pollutants, therefore, further physical-chemical treatment is indispensable.

       

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