Yoochatchaval Wilasinee, Onodera Takashi, Sumino Haruhiko, Yamaguchi Takashi, Mizuochi Motoyuki, Okadera Tomohiro, Syutsubo Kazuaki
Department of Environmental Engineering, Faculty of Engineering, King Mongkut's University of Technology Thonburi, 126 Prachauthid Road, Bangmod, Thungkhru, Bangkok 10140, Thailand E-mail:
Center for Regional Environmental Research, National Institute for Environmental Studies (NIES), 16-2 Onogawa, Tsukuba, Ibaraki 305-8506, Japan.
Water Sci Technol. 2014;70(4):656-63. doi: 10.2166/wst.2014.270.
The process performance of a down-flow hanging sponge (DHS) reactor for treating low strength sewage (biochemical oxygen demand (BOD) 20-50 mg/L) was investigated in Bangkok, Thailand. The hydraulic retention time (HRT) was set at 4 h during the start-up period and was reduced to 1.5 h in a stepwise manner. Throughout the 300-day operational period, the DHS reactor shows high performance with respect to the removal of total suspended solid (>90% total suspended solid removal efficiency). No clogging of sponge media was observed in response to the self-digestion phenomena of the biofilm. At a HRT of 1.5 h, the BOD removal efficiency was sufficiently high (about 85%). The pathogen Escherichia coli and other coliform bacteria were removed almost completely as well (removal was 99.4% and 98.1%, respectively). Regarding the retained sludge activity measurement, the nitrite oxidation rate was higher than the ammonium oxidation rate (0.031 and 0.022 gram of nitrogen per gram of volatile suspended solids per day, respectively). In the 300 days of operation, the amount of excess sludge production was negligible. Thus, no sludge treatment system is required. Introduction of the DHS system in developing countries is recommended because this system requires a relatively small area, and has low electricity consumption and operation costs.
在泰国曼谷,对下流式悬挂海绵(DHS)反应器处理低强度污水(生化需氧量(BOD)为20 - 50毫克/升)的工艺性能进行了研究。在启动阶段,水力停留时间(HRT)设定为4小时,并逐步降至1.5小时。在整个300天的运行期内,DHS反应器在去除总悬浮固体方面表现出高性能(总悬浮固体去除效率>90%)。未观察到海绵介质因生物膜的自消化现象而堵塞。在HRT为1.5小时时,BOD去除效率也足够高(约85%)。病原菌大肠杆菌和其他大肠菌群细菌也几乎被完全去除(去除率分别为99.4%和98.1%)。关于残留污泥活性测量,亚硝酸盐氧化率高于铵氧化率(分别为每天每克挥发性悬浮固体0.031克和0.022克氮)。在300天的运行中,剩余污泥产量可忽略不计。因此,不需要污泥处理系统。建议在发展中国家引入DHS系统,因为该系统占地面积相对较小,且电力消耗和运营成本较低。