首页> 外文期刊>Ecological engineering: The Journal of Ecotechnology >The efficiency of a multi-soil-layering system on domestic wastewater treatment during the nintha nd tenth years of operation
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The efficiency of a multi-soil-layering system on domestic wastewater treatment during the nintha nd tenth years of operation

机译:第九年运营中多层土壤分层系统对生活污水的处理效率

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A multi-soil-layering (MSL) wastewater treatment system has been operating at Matsue City, Japan, since July 1990. This study investigates the efficiency of the MSL treatment system during the ninth and tenth years of operation The MSL system consists of soil mixed with forest floor litter, pelletized jute and iron particles in the ratio of 60:10:15:15 by weight, respectively. The soil mixture is arranged within a 1.75 * 2.5 * 1.2 m~3 durable plastic box as blocks thus forming an alternating brick layer-like pattern with zeolite inter-layers. Household wastewater was prep-treated using the traditional Japanese septic tank system 9Tandoku Johkasou) with integral aeration facility, before being gravitationally discharged continouusly into the MSL system. The flow rate of pre-treated wastewater into the MSL system varied from 1.2 to 113.4 l h~(-1) as a function of househol water consumption. The results indicate that during the period of investigation, the MSL system was still effective at removing biochemical oxygen demand (BOD_5) and total phosphorus (TP). The removal rates of BOD_5 and TP were up to 91.0+-4.5 and 89.0+-4.4%, respectively, in the ninth year and 95.2+-3.8 and 82.9+-11.9%, respectively, in the tenth year of operation. Total nitrogen (TN) removal was significantly dependent on aeration of the MSL system for 24 h d~(-1), which was equivalent to 2.8 * 10~4 l m~(-3)d~(-1), was effective in facilitating teh removal of BOD_5 and TP, it was inappropriate for TN removal, However, after aeration was stopped, TN removal improved considerably, increasing to 89%.
机译:自1990年7月以来,一种多土壤分层(MSL)废水处理系统已在日本松江市运行。该研究调查了MSL处理系统在运行的第九年和第十年中的效率。MSL系统由混合土壤组成与森林地垫,粒状黄麻和铁颗粒的重量比分别为60:10:15:15。将土壤混合物布置在1.75 * 2.5 * 1.2 m〜3的耐久塑料盒中作为块,从而形成交替的砖层状图案和沸石中间层。使用带有集成曝气设备的传统日本化粪池系统9Tandoku Johkasou对家用废水进行预处理,然后将其重力地连续排放到MSL系统中。预处理废水进入MSL系统的流量从1.2至113.4 l h〜(-1)随家用水消耗量的变化而变化。结果表明,在调查期间,MSL系统仍可有效去除生化需氧量(BOD_5)和总磷(TP)。第九年BOD_5和TP的去除率分别达到91.0 + -4.5和89.0 + -4.4%,而在运行的第十年分别达到95.2 + -3.8和82.9 + -11.9%。总氮(TN)的去除在很大程度上取决于MSL系统的曝气24 hd〜(-1),相当于2.8 * 10〜4 lm〜(-3)d〜(-1),可有效促进BOD_5和TP的去除不适合TN的去除,但是,停止通气后,TN的去除率有了很大的提高,达到了89%。

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