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1. 发明公开

EP3209614A1 WATER TREATMENT REACTOR 有权
标题翻译：水处理反应器
公开(公告)号：EP3209614A1
公开(公告)日：2017-08-30
申请号：EP15853413.1
申请日：2015-10-20
申请人： Bionest Technologies Inc.
发明人： BOUTET, Étienne , BAILLARGEON, Serge , LORD, Garfield, R.
IPC分类号： C02F3/00 , C02F3/02
摘要： A water treatment system comprising a first reactor and a second reactor arranged to be placed in series in a body of water, the first and/or second reactor comprising at least one cell for housing biomedia. A mid-settling zone is provided between the first and second reactors for separating solids in the water. A method of treating water, the method comprising passing water to be treated through a first reactor and then a second reactor arranged in series in a body of water, the first and/or second reactors comprising at least one cell for housing biomedia, wherein the water is passed through a mid-settling zone between the first and second reactors before passing through the second reactor.
摘要翻译：一种用于处理水的反应器，所述反应器包括用于支撑至少一个用于悬浮在使用中的水体中的池的浮力结构，其中每个池可拆卸地连接到浮力结构并且布置成容纳生物介质。包括在水体中的反应器的水处理系统。一种处理水的方法，包括使待处理水通过反应器在水体中。

2. 发明授权

EP3209614B1 WATER TREATMENT REACTOR 有权
公开(公告)号：EP3209614B1
公开(公告)日：2020-03-25
申请号：EP15853413.1
申请日：2015-10-20
申请人： Bionest Technologies Inc.
发明人： BOUTET, Étienne , BAILLARGEON, Serge , LORD, Garfield, R.
IPC分类号： C02F3/00 , C02F3/02 , C02F7/00 , C02F3/06 , C02F3/10 , C02F3/12 , C02F3/20 , C02F3/30 , C02F101/16

3. 发明公开

EP2197801A1 WASTEWATER TREATMENT 审中-公开
标题翻译：废水处理
公开(公告)号：EP2197801A1
公开(公告)日：2010-06-23
申请号：EP08800327.2
申请日：2008-09-12
申请人： Bionest Technologies Inc. , Strategic Environmental Technologies Ltd.
发明人： LORD, Garfield, R.
IPC分类号： C02F9/14 , B01D35/02 , B01D39/08 , C02F1/00 , C02F3/00 , C02F3/28 , C02F9/02 , C02F9/04
CPC分类号： C02F1/687 , C02F3/2806 , C02F3/30 , C02F2307/08
摘要： A system for treating wastewater, the system including: a septic tank for separating solid matter from liquid matter in raw wastewater; a bioreactor for receiving and biologically treating the liquid raw wastewater from the septic tank to lower its biochemical oxygen demand; and a de-oxygenating reactor for receiving and further treating the biologically treated wastewater from the bioreactor to reduce dissolved oxygen levels in the biologically treated wastewater; wherein the system is arranged so that at least a portion of the wastewater treated in the de-oxygenating reactor flows back into the septic tank and the bioreactor before being discharged from the system.

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