发明名称 |
ADVANCED SEWAGE TREATMENT METHOD AND SYSTEM |
摘要 |
<P>PROBLEM TO BE SOLVED: To provide an advanced sewage treatment method and system by which nitrogen can be removed from sewage at a high removal ratio without expanding a sewage treatment facility on a large scale. <P>SOLUTION: The advanced sewage treatment method comprises the steps of: subjecting sewage 10 to anaerobically biological treatment in a first anaerobic treatment tank 1; subjecting the anaerobically-treated solution to aerobically biological treatment in an aerobic treatment tank 3; and withdrawing a part of the aerobically-treated solution from the aerobic treatment tank 3 and circulating the withdrawn aerobically-treated solution to the first anaerobic treatment tank 1. In the concrete, the ratio of a flow rate of the circulated aerobically-treated solution 11 to that of sewage to the first anaerobic treatment tank 1 ((a circulation flow rate)/(a sewage flow rate)) is kept ≥5. The aerobically-treated solution discharged from the aerobic treatment tank 3 is introduced into a second anaerobic treatment tank 5 and subjected to anaerobically biological treatment. The anaerobically-treated solution discharged from the second anaerobic treatment tank 5 is introduced into a membrane separation tank 7 having an immersion membrane 9 therein and aerated to separate sludge by the immersion membrane. At least a part of the separated sludge 13 is returned to the first anaerobic treatment tank as return sludge 15. <P>COPYRIGHT: (C)2007,JPO&INPIT |
申请公布号 |
JP2007160147(A) |
申请公布日期 |
2007.06.28 |
申请号 |
JP20050356689 |
申请日期 |
2005.12.09 |
申请人 |
MITSUBISHI HEAVY IND LTD |
发明人 |
YASUDA YUJI;MIYAMOTO YUTAKA;EKUSA TOMOMICHI;UKAI NOBUYUKI |
分类号 |
C02F3/34;C02F1/28;C02F1/44;C02F1/72;C02F3/10;C02F3/12;C02F3/30;C02F9/00;C02F11/04;C02F11/12 |
主分类号 |
C02F3/34 |
代理机构 |
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代理人 |
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主权项 |
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地址 |
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