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SS accumulation prevention type aerobic treatment tank and sewage purification tank

机译:SS防止集聚型好氧处理池及污水净化池

摘要

PPROBLEM TO BE SOLVED: To provide an aerobic treatment tank of a structure adapted so that a carrier outflow prevention member (screen) disposed on the lower opening of a liquid transfer pipe may be scarcely blocked, and sludge may not be deposited on the bottom of the pipe. PSOLUTION: The aerobic treatment tank 10 for a septic tank is structured by filling the tank with a flowable carrier 3, vertically forming a liquid transfer pipe 8 that transfers the treated liquid to the next tank on that side of the tank 10 which is near to the next tank, forming an aerating pipe 4 that raises a liquid swirl by the discharged air on the bottom of the tank 10, forming an opening nearly vertical to the direction of the swirl on the lower side wall of the pipe 8, and providing the opening 6 with carrier outflow preventive members 7c and 7d permeable to the liquid but impermeable to the flowable carrier 3. PCOPYRIGHT: (C)2005,JPO&NCIPI
机译:<解决>要解决的问题:提供一种需氧处理池,其结构适于使布置在输液管下部开口上的防止载流子流出部件(筛网)几乎不被阻塞,并且不会在其上沉积污泥。管道的底部。解决方案:用于化粪池的好氧处理池10的结构是,向池中填充可流动的载体3,并垂直形成液体转移管8,该液体转移管8将处理后的液体转移到池10一侧的下一个池中。在靠近下一个罐的地方,形成曝气管4,该曝气管4通过罐10底部排出的空气引起​​液体涡流,并在管8的下侧壁上形成几乎垂直于涡流方向的开口。并在开口6上设置可透过液体但不能透过可流动的载体3的载体流出防止部件7c和7d。

版权:(C)2005,JPO&NCIPI

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