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厌氧/好氧/缺氧颗粒污泥工艺是一种利用反硝化聚磷菌的有效营养物去除工艺。

Anaerobic/oxic/anoxic granular sludge process as an effective nutrient removal process utilizing denitrifying polyphosphate-accumulating organisms.

作者信息

Kishida Naohiro, Kim Juhyun, Tsuneda Satoshi, Sudo Ryuichi

机构信息

Department of Chemical Engineering, Waseda University, 3-4-1 Ohkubo, Tokyo 169-8555, Japan.

出版信息

Water Res. 2006 Jul;40(12):2303-10. doi: 10.1016/j.watres.2006.04.037.

Abstract

In a biological nutrient removal (BNR) process, the utilization of denitrifying polyphosphate-accumulating organisms (DNPAOs) has many advantages such as effective use of organic carbon substrates and low sludge production. As a suitable process for the utilization of DNPAOs in BNR, an anaerobic/oxic/anoxic granular sludge (AOAGS) process was proposed in this study. In spite of performing aeration for nitrifying bacteria, the AOAGS process can create anaerobic/anoxic conditions suitable for the cultivation of DNPAOs because anoxic zones exist inside the granular sludge in the oxic phase. Thus, DNPAOs can coexist with nitrifying bacteria in a single reactor. In addition, the usability of DNPAOs in the reactor can be improved by adding the anoxic phase after the oxic phase. These characteristics enable the AOAGS process to attain effective removal of both nitrogen and phosphorus. When acetate-based synthetic wastewater (COD: 600 mg/L, NH4-N: 60 mg/L, PO(4)-P: 10 mg/L) was supplied to a laboratory-scale sequencing batch reactor under the operation of anaerobic/oxic/anoxic cycles, granular sludge with a diameter of 500 microm was successfully formed within 1 month. Although the removal of both nitrogen and phosphorus was almost complete at the end of the oxic phase, a short anoxic period subsequent to the oxic phase was necessary for further removal of nitrogen and phosphorus. As a result, effluent concentrations of NH(4)-N, NO(x)-N and PO(4)-P were always lower than 1 mg/L. It was found that penetration depth of oxygen inside the granular sludge was approximately 100 microm by microsensor measurements. In addition, from the microbiological analysis by fluorescence in situ hybridization, existence depth of polyphosphate-accumulating organisms was further than the maximum oxygen penetration depth. The water quality data, oxygen profiles and microbial community structure demonstrated that DNPAOs inside the granular sludge may be responsible for denitrification in the oxic phase, which enables effective nutrient removal in the AOAGS process.

摘要

在生物除磷脱氮(BNR)工艺中,利用反硝化聚磷菌(DNPAO)具有诸多优势,如有效利用有机碳底物和减少污泥产量。作为在BNR工艺中利用DNPAO的合适工艺,本研究提出了厌氧/好氧/缺氧颗粒污泥(AOAGS)工艺。尽管对硝化细菌进行曝气,但AOAGS工艺能够创造适合DNPAO生长的厌氧/缺氧条件,因为在好氧阶段颗粒污泥内部存在缺氧区。因此,DNPAO可以与硝化细菌在单个反应器中共存。此外,通过在好氧阶段之后添加缺氧阶段,可以提高反应器中DNPAO的利用率。这些特性使AOAGS工艺能够实现氮和磷的有效去除。当在厌氧/好氧/缺氧循环操作下,将基于乙酸盐的合成废水(化学需氧量:600 mg/L,氨氮:60 mg/L,磷酸盐磷:10 mg/L)供应至实验室规模的序批式反应器时,在1个月内成功形成了直径为500微米的颗粒污泥。尽管在好氧阶段结束时氮和磷的去除几乎完成,但在好氧阶段之后进行短暂的缺氧期对于进一步去除氮和磷是必要的。结果,氨氮、硝态氮和磷酸盐磷的出水浓度始终低于1 mg/L。通过微传感器测量发现,颗粒污泥内部的氧穿透深度约为100微米。此外,通过荧光原位杂交进行的微生物分析表明,聚磷菌的存在深度超过了最大氧穿透深度。水质数据、氧分布和微生物群落结构表明,颗粒污泥内部的DNPAO可能在好氧阶段负责反硝化作用,这使得AOAGS工艺能够实现有效的养分去除。

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