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    • 2. 发明申请
    • WASTEWATER TREATMENT WITH AEROBIC GRANULES
    • 废水处理与无机颗粒
    • WO2008141413A1
    • 2008-11-27
    • PCT/CA2007/000893
    • 2007-05-18
    • ZENON TECHNOLOGY PARTNERSHIPCOTE, Pierre LucienBEHMANN, HenryCHANG, Sheng
    • COTE, Pierre LucienBEHMANN, HenryCHANG, Sheng
    • C02F9/14C02F1/52C02F11/04C02F3/30
    • C02F3/223C02F3/006C02F3/1268C02F3/30C02F3/301Y02W10/15
    • A wastewater treatment system using aerobic granules has a large number of sequencing batch reactor tanks with high volumetric exchange rate, a variable cycle length and constant batch volume. The batch reactors are operated for C, N removal and P is removed chemically. SS are removed in a downstream separation step. A continuous flow reactor may comprise an aerobic zone, an alternately aerobic and anoxic zone or discrete aerobic and anoxic zones, and a settling zone. An anaerobic zone may be located at the bottom of a mass of settled granules. Feed may be introduced through the settled granules. An aerobic/anoxic zone may be like a CSTR but with aeration varying in space or time. Sludge granules may move intermittently from an aerobic zone to an aerobic/anoxic zone. A settling zone may have an upflow rate to wash off flocculated biomass. A dual sludge process may be used in which a fraction of unsettled floc is recycled to a region upstream of the granules settler. A fermentation zone may be used to pre-treat feed water or to treat a recycled waste stream, for example a waste stream contain floc.
    • 使用有氧颗粒的废水处理系统具有大量的具有高体积交换速率,可变循环长度和恒定批量体积的间歇式反应釜。 操作间歇式反应器用于C,N去除,P被化学去除。 SS在下游分离步骤中被去除。 连续流动反应器可包括需氧区,交替需氧和缺氧区或离散的有氧和缺氧区以及沉降区。 厌氧区可以位于大量沉降颗粒的底部。 饲料可以通过沉降的颗粒引入。 有氧/缺氧区域可能类似于CSTR,但是曝气在空间或时间上变化。 污泥颗粒可以间歇地从需氧区移动到需氧/缺氧区。 沉降区可以具有上升流速以洗脱絮凝生物质。 可以使用双重污泥方法,其中一部分不稳定的絮体再循环到颗粒沉降器上游的区域。 发酵区可用于预处理给水或处理回收的废物流,例如含有絮凝物的废物流。