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    PROCESS AND APPARATUS FOR WATER DECONTAMINATION
    21.
    发明申请
    PROCESS AND APPARATUS FOR WATER DECONTAMINATION 审中-公开
    水分去除方法和装置

    公开(公告)号：WO2008130710A1

    公开(公告)日：2008-10-30

    申请号：PCT/US2008/005178

    申请日：2008-04-21

    Applicant: APPLIED PROCESS TECHNOLOGY, INC. ,  ROBINSON, B., Keel ,  GUSTAFSON, Douglas

    Inventor： ROBINSON, B., Keel ,  GUSTAFSON, Douglas

    IPC: C02F1/32 ,  C02F1/78 ,  C02F1/72

    CPC classification number: C02F1/78 ,  C02F1/32 ,  C02F1/722 ,  C02F2101/322 ,  C02F2101/38 ,  C02F2201/78 ,  C02F2301/043

    Abstract: A method for removing N-nitroso-dimethylamme (NDMA) and its derivatives (e.g. dimethylamine) from water. The method combines ultra-violet irradiation and ozonation. Hydrogen peroxide may be added to the treated water during ozonation. The method allows also to remove volatile organic compounds present in the treated water and to destroy microorganisms. A modular sidestream injection apparatus used during the ozonation step.

    Abstract translation: 从水中除去N-亚硝基二甲基胺（NDMA）及其衍生物（例如二甲胺）的方法。 该方法结合了紫外线照射和臭氧化。 过氧化氢可以在臭氧化过程中加入到处理过的水中。 该方法还可以除去存在于处理过的水中的挥发性有机化合物并破坏微生物。 在臭氧化步骤期间使用的模块化侧流注射装置。

    PROCESS AND APPARATUS FOR WATER DECONTAMINATION
    22.
    发明申请
    PROCESS AND APPARATUS FOR WATER DECONTAMINATION 审中-公开
    过程和设备为水DECANAMINATION

    公开(公告)号：WO9907642A8

    公开(公告)日：1999-04-29

    申请号：PCT/US9816320

    申请日：1998-08-06

    Applicant: APPLIED PROCESS TECHNOLOGY INC

    Inventor： MCNEILLY MICHAEL ,  BOWMAN REID ,  APPLEBURY TERRY ,  GUSTAFSON DOUG

    IPC: B01F3/04 ,  B01F5/00 ,  C02F1/28 ,  C02F1/72 ,  C02F1/78 ,  B01F5/04

    CPC classification number: C02F1/722 ,  C02F1/283 ,  C02F1/78

    Abstract: Oxidizable contaminants in water are destroyed rapidly and efficiently by exposing the water to oxidizing conditions under pressure. Specifically, a single dose of hydrogen peroxide may be injected into the water, followed by the repeated injection and mixing of low doses of ozone. In each such high intensity mixing/reaction stage, ozone is injected at a pressure, velocity, and direction approximately matching that of the contaminated water flow. High intensity mixing under pressure facilitates rapid and complete oxidation of the contaminants with minimal stripping of volatile contaminants and waste of undissolved ozone. Residual ozone levels after high intensity mixing may be carefully monitored and minimized by adjusting the injection of hydrogen peroxide and ozone in order to suppress the formation of bromate. Additional contaminants may be removed by passing the treated water through activated carbon beds.

    Abstract translation: 通过在压力下将水暴露于氧化条件，水中的可氧化污染物被快速且有效地破坏。 具体而言，可以将单剂量的过氧化氢注入水中，然后重复注射和混合低剂量的臭氧。 在每个这样的高强度混合/反应阶段，臭氧以大致与污水流动相匹配的压力，速度和方向被注入。 高压力下的高强度混合促进了污染物的快速和完全氧化，挥发性污染物的剥离最少，并且不溶解的臭氧被浪费。 为了抑制溴酸盐的形成，可以通过调节过氧化氢和臭氧的注入来仔细监控高强度混合后的残余臭氧水平并使其最小化。 通过使处理过的水通过活性碳床可除去其他污染物。

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