Miyaoka Yuma, Yoochatchaval Wilasinee, Sumino Haruhiko, Banjongproo Pathan, Yamaguchi Takashi, Onodera Takashi, Okadera Tomohiro, Syutsubo Kazuaki
a Department of Civil and Environmental Engineering , Nagaoka University of Technology , Nagaoka, Niigata , Japan.
b Department of Environmental Engineering, Faculty of Engineering , Kasetsart University , Bangkok , Thailand.
J Environ Sci Health A Tox Hazard Subst Environ Eng. 2017 Aug 24;52(10):956-970. doi: 10.1080/10934529.2017.1324708. Epub 2017 Jun 2.
This study assesses the performance of an aerobic trickling filter, down-flow hanging sponge (DHS) reactor, as a decentralized domestic wastewater treatment technology. Also, the characteristic eukaryotic community structure in DHS reactor was investigated. Long-term operation of a DHS reactor for direct treatment of domestic wastewater (COD = 150-170 mg/L and BOD = 60-90 mg/L) was performed under the average ambient temperature ranged from 28°C to 31°C in Bangkok, Thailand. Throughout the evaluation period of 550 days, the DHS reactor at a hydraulic retention time of 3 h showed better performance than the existing oxidation ditch process in the removal of organic carbon (COD removal rate = 80-83% and BOD removal rate = 91%), nitrogen compounds (total nitrogen removal rate = 45-51% and NH-N removal rate = 95-98%), and low excess sludge production (0.04 gTS/gCOD removed). The clone library based on the 18S ribosomal ribonucleic acid gene sequence revealed that phylogenetic diversity of 18S rRNA gene in the DHS reactor was higher than that of the present oxidation ditch process. Furthermore, the DHS reactor also demonstrated sufficient COD and NH-N removal efficiency under flow rate fluctuation conditions that simulates a small-scale treatment facility. The results show that a DHS reactor could be applied as a decentralized domestic wastewater treatment technology in tropical regions such as Bangkok, Thailand.
本研究评估了作为分散式生活污水处理技术的好氧滴滤池——下向流悬挂海绵(DHS)反应器的性能。此外,还对DHS反应器中特征性真核生物群落结构进行了研究。在泰国曼谷平均环境温度为28°C至31°C的条件下,对DHS反应器进行了长期直接处理生活污水(化学需氧量[COD]=150 - 170毫克/升,生化需氧量[BOD]=60 - 90毫克/升)的运行。在为期550天的评估期内,水力停留时间为3小时的DHS反应器在去除有机碳(COD去除率=80 - 83%,BOD去除率=91%)、含氮化合物(总氮去除率=45 - 51%,氨氮[NH-N]去除率=95 - 98%)以及低剩余污泥产量(每去除1克COD产生0.04克总固体[TS])方面表现优于现有的氧化沟工艺。基于18S核糖体核糖核酸基因序列的克隆文库显示,DHS反应器中18S rRNA基因的系统发育多样性高于现有的氧化沟工艺。此外,DHS反应器在模拟小规模处理设施的流量波动条件下也展现出足够的COD和NH-N去除效率。结果表明,DHS反应器可作为一种分散式生活污水处理技术应用于泰国曼谷等热带地区。