首页> 外国专利> Aerobic/anaerobic co-treatment method to high concentrated organic waste water by self-closed air releasing control and bubble reducing layer, and micro air bubble injection

Aerobic/anaerobic co-treatment method to high concentrated organic waste water by self-closed air releasing control and bubble reducing layer, and micro air bubble injection

机译:通过自闭式排风控制和减泡层,微气泡注入对高浓度有机废水进行好氧/厌氧共处理的方法

摘要

The present invention constitutes a wastewater aeration tank for injecting fine air of less than 1 millimeter in order to purify high concentration organic wastewater rapidly and efficiently under aerobic conditions, and simultaneously expresses air release suppression, foam generation suppression, and fixed bed carrier function at the upper layer of the aeration tank. A layer is formed, a carrier of a material (styropol, sponge, plastic) having a specific gravity smaller than water is added to the uppermost layer, and a mesh network is installed on the carrier.;Carrier flotation suppression device is installed on the carrier so that the uppermost carrier layer can maintain a certain level of internal pressure.;The external release of the fine air injected through the multi-layer upper layer is suppressed, the air specific surface area is increased by increasing the amount of internal air, and the internal pressure of the tank is increased by the air suppression layer at the uppermost layer, which greatly increases the amount of oxygen dissolved in the tank. . In addition, the two layers form an immobilized carrier layer to exert an effect of improving organic decomposition efficiency.;Through the above system, even in high concentration organic wastewater, DO is maintained at 2-3 or more, so that even if the microbial MLSS concentration is increased above 8,000 PPM, anaerobic does not occur, and thus high concentration organic wastewater can be operated as an aerobic process. In addition, the inside of the uppermost carrier layer, which is thickly accumulated with microorganisms, forms a partial anaerobic state to maintain both aerobic and anaerobic conditions in the same tank, thereby widening the range of decomposable substances of high concentration organic wastewater and improving nitrogen removal efficiency. Effect is exerted.;In particular, the scum sludge excessive deposition caused by the sludge excessively deposited on the upper part of the mesh network in the present facility is periodically cleaned through the washing apparatus of FIG.;High concentration organic wastewater, fine air, autism, carrier layer, nitrogen removal efficiency, mesh network, air volume increase, perforated plate, funnel, foam suppression layer
机译:本发明构成一种废水曝气池,该废水曝气池用于注入小于1毫米的细微空气,以便在有氧条件下快速有效地净化高浓度的有机废水,同时还表现出抑制空气释放,抑制泡沫产生和固定床载体的功能。曝气池的上层。形成一层,将比重小于水的材料(苯乙烯,海绵,塑料)的载体添加到最上层,并在该载体上安装网状网络。载体浮选抑制装置安装在载体上载体,从而使最上面的载体层可以维持一定水平的内部压力。;通过多层上层注入的细小空气的外部释放得到抑制,通过增加内部空气量来增加空气比表面积;罐的内部压力通过最上层的空气抑制层增加,这大大增加了罐中溶解的氧气量。 。另外,这两层形成固定的载体层,以发挥提高有机分解效率的作用。通过上述系统,即使在高浓度的有机废水中,DO也保持在2-3或更高,因此即使微生物MLSS浓度增加到8,000 PPM以上,不会发生厌氧,因此高浓度有机废水可作为好氧工艺运行。此外,最上面一层与微生物紧密堆积的载体层的内部形成部分厌氧状态,以在同一罐中维持有氧和厌氧条件,从而拓宽了高浓度有机废水的可分解物质的范围,并改善了氮去除效率。发挥效果;特别是,通过图1所示的清洗装置定期清洗因在本设备的网状网络的上部堆积过多的污泥而引起的浮渣污泥的堆积过多。自闭症,载体层,脱氮效率,网状网络,风量增加,多孔板,漏斗,抑泡层

著录项

  • 公开/公告号KR100756292B1

    专利类型

  • 公开/公告日2007-09-06

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20050056680

  • 发明设计人 강우식;

    申请日2005-06-29

  • 分类号C02F3/30;

  • 国家 KR

  • 入库时间 2022-08-21 20:31:25

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