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1. 发明专利

TW201522242A 用於生物性純化水的方法與反應器审中-公开
简体标题：用于生物性纯化水的方法与反应器
公开(公告)号：TW201522242A
公开(公告)日：2015-06-16
申请号：TW103135679
申请日：2014-10-15
申请人：拜爾瓦特科技股份有限公司 , BIOWATER TECHNOLOGY AS
发明人：辛剛 , XIN, GANG , 諾斯登博喬恩 , RUSTEN, BJORN
IPC分类号： C02F3/30 , C02F11/02
CPC分类号： C02F3/085 , C02F3/1273 , C02F3/303 , C02F3/308 , C02F2103/007 , C02F2103/06 , C02F2209/42 , C02F2301/024 , C02F2303/16 , C02F2303/20 , Y02W10/15
摘要：本發明描述一種用於生物性純化水之方法，該方法包含：經由一或更多個進水管或進水區域將水導入到反應器中；將水及基質導向穿過用於生物薄膜生長之載體元件，該等載體元件具有高保護表面積(>200m2/m3載體元件)及大微孔容積(>60%)；其中將一或更多個薄膜單元浸沒於反應器內的水中；其中經由薄膜之微孔從反應器中抽出滲透物；其中經由通氣系統在反應器中供應含氧氣體；其中在正常操作期間，將反應器內的水位維持低於一或更多個出水管或出水區域，該等出水管或出水區域專用於過量污泥移除；其中在洗滌操作期間，當反應器內的水位被臨時抬升到專用於過量污泥移除之出水管或出水區域的水位時，產生強擾流以便移除過量污泥。
简体摘要：本发明描述一种用于生物性纯化水之方法，该方法包含：经由一或更多个进水管或进水区域将水导入到反应器中；将水及基质导向穿过用于生物薄膜生长之载体组件，该等载体组件具有高保护表面积(>200m2/m3载体组件)及大微孔容积(>60%)；其中将一或更多个薄膜单元浸没于反应器内的水中；其中经由薄膜之微孔从反应器中抽出渗透物；其中经由通气系统在反应器中供应含氧气体；其中在正常操作期间，将反应器内的水位维持低于一或更多个出水管或出水区域，该等出水管或出水区域专用于过量污泥移除；其中在洗涤操作期间，当反应器内的水位被临时抬升到专用于过量污泥移除之出水管或出水区域的水位时，产生强扰流以便移除过量污泥。

2. 发明申请

WO2010140898A1 METHOD AND REACTOR FOR BIOLOGICAL PURIFICATION OF WASTE WATER. 审中-公开
标题翻译：废水生物净化的方法与反应器。
公开(公告)号：WO2010140898A1
公开(公告)日：2010-12-09
申请号：PCT/NO2010/000207
申请日：2010-06-03
申请人： BIOWATER TECHNOLOGY AS , WESTRUM, Thorbjørn , ANDERSEN, Terje , SILJUDALEN, Jon G. , RUSTEN, Bjørn
发明人： WESTRUM, Thorbjørn , ANDERSEN, Terje , SILJUDALEN, Jon G. , RUSTEN, Bjørn
IPC分类号： C02F3/12 , C02F3/08 , C02F3/10
CPC分类号： C02F3/06 , C02F3/10 , C02F3/1263 , C02F3/2826 , C02F3/2833 , Y02W10/15
摘要： Present invention relates to a method and apparatus for purification of water, said method comprises the steps of feeding the water into a reactor (4) through one or more inlet tubes (1) or inlet zones and feed water an substrate through carrier elements for bio film (5) which have a large protected surface (> 200 m2/m3 carrier elements) and large pore volume (> 60%), and that the carrier elements are fluidised for the removal of waste sludge, wherein the ratio of charge of the elements (5) by normal duty corresponds to an amount corresponding to 90% -100%, more preferred 92% - 100%, and most preferred 92% - 99% of the vet volume of the reactor (4), said carrier elements (5) is kept substantially at rest or hindered movement between the times surplus sludge is removed, and that the carrier elements being fluidised for removal of surplus sludge, said carrier elements (5) having a specific gravity in the area of 0,8 – 1,4, more preferred 0,90 – 1,1 and most preferred 0,93-0,97, and feed the treated water to one ore more outlet zones (7) and one or more outlet tubes (2). The invention also comprises a reactor for performing the method.
摘要翻译：本发明涉及一种用于净化水的方法和装置，所述方法包括以下步骤：通过一个或多个入口管（1）或入口区域将水进料到反应器（4）中，并通过用于生物的载体元件向基质供水具有大的保护表面（> 200m 2 / m 3载体元素）和大孔体积（> 60％）的膜（5），并且载体元素被流化以除去废污泥，其中元件（5）通常占空比对应于反应器（4）的兽医体积的90％-100％，更优选92％-100％，最优选92％至99％的量，所述载体元件 5）在时间之间基本上保持休止或阻碍运动，剩余污泥被去除，并且载体元件被流化以除去多余的污泥，所述载体元件（5）在0.8-1的区域中具有比重，4，更优选为0.90-1.1，最优选为0.93-0.97，并进料经处理的水到一个或多个出口区（7）和一个或多个出口管（2）。本发明还包括用于执行该方法的反应器。

3. 发明申请

WO2012087151A1 CARRIER ELEMENT FOR PURIFICATION OF WATER 审中-公开
标题翻译：运载水元素净化水
公开(公告)号：WO2012087151A1
公开(公告)日：2012-06-28
申请号：PCT/NO2011/000350
申请日：2011-12-21
申请人： BIOWATER TECHNOLOGY AS , RUSTEN, Bjørn , SILJUDALEN, Jon G. , ANDERSEN, Terje , SMITH, Stephen , MARCOLINI, Laura
发明人： RUSTEN, Bjørn , SILJUDALEN, Jon G. , ANDERSEN, Terje , SMITH, Stephen , MARCOLINI, Laura
IPC分类号： C02F3/10 , C02F3/08
CPC分类号： C02F3/109 , C02F3/06 , C02F3/085 , Y02W10/15
摘要： It is described a carrier element for microorganisms attached in the form of a biofilm, used for biological treatment of water or wastewater, The carrier element angle (1) is 40 to 80 degrees off of the horizontal line or plane (2) that runs through the open area of the carrier. The height (4) of the carrier element is 7 - 20 mm. The width (5) of the carrier element is 15 - 50 mm. The carrier element has internal partition walls (3) providing a protected biofilm surface area of 400 - 950 m 2 /m 3 of carrier elements, the carrier element has a void volume (pore volume) of at least 75 %, more preferred 80 %, most preferred 85 %; and the carrier element has a density of 0.90 to 1.45.
摘要翻译：描述了用于生物膜形式的微生物的载体元件，用于生物处理水或废水。载体元件角度（1）从水平线或平面（2）穿过40至80度，穿过承运人的开放区域。载体元件的高度（4）为7 - 20 mm。载体元件的宽度（5）为15-50mm。载体元件具有内部分隔壁（3），提供400-950m2 / m3载体元件的受保护生物膜表面积，载体元件具有至少75％，更优选80％，最优选80％的空隙体积优选85％; 载体元素的密度为0.90〜1.45。

4. 发明申请

WO2017061872A1 METHOD AND REACTOR TO ALTERNATE BETWEEN STATIONARY BED AND MOVING BED FOR TREATMENT OF WATER, WITHOUT CHANGING THE WATER LEVEL IN THE REACTOR 审中-公开
标题翻译：用于处理水位的移动床和移动床之间的替代方法和反应器，而不改变反应器中的水位
公开(公告)号：WO2017061872A1
公开(公告)日：2017-04-13
申请号：PCT/NO2016/050199
申请日：2016-10-05
申请人： BIOWATER TECHNOLOGY AS
发明人： VIGELAND, Tomas , RUSTEN, Bjørn , XIN, Gang , SILJUDALEN, Jon G.
IPC分类号： C02F3/08 , C02F3/06
CPC分类号： C02F3/06 , C02F3/006 , C02F3/08 , C02F3/2806 , C02F2209/001 , C02F2209/40 , C02F2209/42 , C02F2303/16 , Y02W10/15
摘要： Present invention relates to a method for switching between stationary bed and moving bed operation of a biological biofilm process for purification of water, without changing the water level in the reactor (1), whereby reducing or increasing the reactor (1) volume by positioning one or more fixed volume or inflated members into the reactor in order to reduce the reactor (1) volume to obtain a stationary bed operation and remove the fixed volume member from the reactor (1) or deflate the inflatable member in order to increase the reactor (1) volume to obtain a moving bed operation. The invention also relates to a reactor for use in the method..
摘要翻译：本发明涉及一种用于在不改变反应器（1）中的水位的情况下，在不改变反应器（1）中的水位的情况下，在用于净化水的生物生物膜方法的固定床和移动床操作之间切换的方法，由此通过将反应器或更多的固定体积或膨胀的构件进入反应器，以便减少反应器（1）的体积以获得固定床操作并从反应器（1）中移除固定体积构件或者使膨胀构件放气以增加反应器 1）体积获得移动床操作。本发明还涉及一种用于该方法的反应器。

5. 发明申请

WO2015088353A1 METHOD FOR BIOLOGICAL PURIFICATION OF WATER 审中-公开
标题翻译：水生物净化方法
公开(公告)号：WO2015088353A1
公开(公告)日：2015-06-18
申请号：PCT/NO2014/050227
申请日：2014-12-09
申请人： BIOWATER TECHNOLOGY AS
发明人： XIN, Gang , RUSTEN, Bjørn
IPC分类号： C02F3/08 , C02F3/10
CPC分类号： C02F3/085 , C02F3/1273 , C02F3/303 , C02F3/308 , C02F2103/007 , C02F2103/06 , C02F2209/42 , C02F2301/024 , C02F2303/16 , C02F2303/20 , Y02W10/15
摘要： It is described a method for biological purification of water, the method comprising: leading the water into a reactor through one or more inlet pipes or inlet zones; leading the water and substrate through carrier elements for biofilm growth which have a high protected surface area (>200 m 2 /m 3 carrier elements) and a large pore volume (>60%); wherein one or more membrane units are submerged in the water in the reactor; wherein permeate is pulled out of the reactor through the pores of the membranes; wherein oxygen-containing gas is supplied in the reactor through an aeration system; wherein during normal operation the water level in the reactor is maintained below one or more outlet pipes or outlet zones that are dedicated for excess sludge removal; wherein during washing operation strong turbulence is created for removal of excess sludge as the water level in the reactor is temporarily raised to the level where the outlet pipes or outlet zones that are dedicated for excess sludge removal are.
摘要翻译：描述了用于生物净化水的方法，该方法包括：通过一个或多个入口管或入口区将水引入反应器; 通过用于生物膜生长的载体元件引导水和底物，其具有高保护表面积（> 200m 2 / m 3载体元素）和大孔体积（> 60％）; 其中一个或多个膜单元浸没在反应器中的水中; 其中渗透物通过膜的孔被从反应器中拉出; 其中通过曝气系统在所述反应器中供给含氧气体; 其中在正常操作期间，反应器中的水位保持在专用于过量污泥去除的一个或多个出口管或出口区域下方; 其中在洗涤操作期间，由于反应器中的水位暂时升至专门用于过量污泥去除的出口管或出口区域的水平，因此产生了强烈的湍流以去除多余的污泥。

6. 发明专利

CA2763258A1 METHOD AND REACTOR FOR BIOLOGICAL PURIFICATION OF WASTE WATER 未知
公开(公告)号：CA2763258A1
公开(公告)日：2010-12-09
申请号：CA2763258
申请日：2010-06-03
申请人： BIOWATER TECHNOLOGY AS
发明人： WESTRUM THORBJOERN , ANDERSEN TERJE , SILJUDALEN JON G , RUSTEN BJOERN
IPC分类号： C02F3/00 , C02F3/10 , C02F11/00
摘要： Present invention relates to a method and apparatus for purification of water, said method comprises the steps of feeding the water into a reactor (4) through one or more inlet tubes (1) or inlet zones and feed water an substrate through carrier elements for bio film (5) which have a large protected surface (> 200 m2/m3 carrier elements) and large pore volume (> 60%), and that the carrier elements are fluidised for the removal of waste sludge, wherein the ratio of charge of the elements (5) by normal duty corresponds to an amount corresponding to 90% -100%, more preferred 92% -100%, and most preferred 92% - 99% of the vet volume of the reactor (4), said carrier elements (5) is kept substantially at rest or hindered movement between the times surplus sludge is removed, and that the carrier elements being fluidised for removal of surplus sludge, said carrier elements (5) having a specific gravity in the area of 0,8 - 1,4, more preferred 0,90 - 1,1 and most preferred 0,93-0,97, and feed the treated water to one ore more outlet zones (7) and one or more outlet tubes (2). The invention also comprises a reactor for performing the method.

7. 发明专利

EA022513B1 СПОСОБ И РЕАКТОР ДЛЯ БИОЛОГИЧЕСКОЙ ОЧИСТКИ СТОЧНЫХ ВОД 未知
公开(公告)号：EA022513B1
公开(公告)日：2016-01-29
申请号：EA201190324
申请日：2010-06-03
申请人： BIOWATER TECHNOLOGY AS
发明人： WESTRUM THORBJOERN , ANDERSEN TERJE , SILJUDALEN JON G , RUSTEN BJOERN
IPC分类号： C02F3/12 , C02F3/08 , C02F3/10
摘要： Изобретениеотноситсяк способуи устройствудляочисткиводы, причемуказанныйспособвключаетстадииподачиводыв реактор (4) черезоднуилиболеевпускныхтруб (1) иливпускныхзони подачиводыи субстратачерезэлементыносителядлябиологическойпленки (5), которыйимеетбольшуюзащищеннуюплощадь (> 200 м/мэлементовносителя) ибольшойобъемпор (>60%), приэтомэлементыносителянаходятсяв ожиженномсостояниидляудалениязагрязненногоила, гдепроцентзагрузкиэлементов (5) принормальнойработесоответствуетколичеству, составляющему 90-100%, болеепредпочтительно 92-100% инаиболеепредпочтительнее 92-99% отобъемажидкостив реакторе (4), приэтомуказанныеэлементы (5) носителянаходятсяв покоеилипочтинеподвижныв периодымеждуоперациямиудаленияизбыточногоила, иэлементыносителяподвергаютожижениюдляудаленияизбыткаила, иуказанныеэлементы (5) носителяимеютудельныйвесв интервале 0,8-1,4, болеепредпочтительно 0,90-1,1 инаиболеепредпочтительно 0,93-0,97, иобработаннуюводуподаютв однуилиболеевыпускныхзон (7) иоднуилиболеевыпускныхтруб (2). Изобретениетакжеотноситсяк реакторудляосуществленияспособа.

8. 发明专利

NZ596609A Biological reactor vessel and method for aerobic, anaerobic or anoxic purification of wastewater, wherein the reactor vessel is filled with carrier elements, on which a biofilm forms 未知
公开(公告)号：NZ596609A
公开(公告)日：2013-05-31
申请号：NZ59660910
申请日：2010-06-03
申请人： BIOWATER TECHNOLOGY AS
发明人： WESTRUM THORBJ RN , ANDERSEN TERJE , SILJUDALEN JON G , RUSTEN BJORN
IPC分类号： C02F3/12 , C02F3/08 , C02F3/10
摘要： 596609 A reactor (4) for aerobic, anoxic or anaerobic purification of waste water is disclosed. The reactor comprises one or more inlet pipes (1), one or more inlet zones, one or more outlet zones (7) and outlet pipes (2) for water and substrate, one or more outlet pipes for sludge (3), and one or more mixing mechanisms (6) for transport of water and substrate. The reactor also comprises a filling of carrier elements (5), on which a biofilm may form. 90%-100% of the reactor liquid volume may be constituted by the biofilm carrier elements during normal operation of the reactor. During normal operation, the carrier elements are not free to move. During sludge removal the water level in the reactor is raised such that the carrier elements become fluidised and are able to move freely with the help of one or more of the mixing mechanisms. A method for biological purification of water is also disclosed.

9. 发明专利

IL216591D0 METHOD AND REACTOR FOR BIOLOGICAL PURIFICATION OF WASTE WATER 未知
公开(公告)号：IL216591D0
公开(公告)日：2012-02-29
申请号：IL21659111
申请日：2011-11-24
申请人： BIOWATER TECHNOLOGY AS , WESTRUM THORBJORN , SILJUDALEN JON G , ANDERSEN TERJE , RUSTEN BJORN
IPC分类号： C02F20060101
摘要： Present invention relates to a method and apparatus for purification of water, said method comprises the steps of feeding the water into a reactor (4) through one or more inlet tubes (1) or inlet zones and feed water an substrate through carrier elements for bio film (5) which have a large protected surface (>200 m2/m3 carrier elements) and large pore volume (>60%), and that the carrier elements are fluidized for the removal of waste sludge, wherein the ratio of charge of the elements (5) by normal duty corresponds to an amount corresponding to 90%-100%, more preferred 92%-100%, and most preferred 92%-99% of the vet volume of the reactor (4), said carrier elements (5) is kept substantially at rest or hindered movement between the times surplus sludge is removed, and that the carrier elements being fluidised for removal of surplus sludge, said carrier elements (5) having a specific gravity in the area of 0.8-1.4, more preferred 0.90-1.1 and most preferred 0.93-0.97, and feed the treated water to one or more outlet zones (7) and one or more outlet tubes (2). The invention also comprises a reactor for performing the method.

10. 发明授权

US09133044B2 Method and device for the treatment of waste water 有权
标题翻译：用于处理废水的方法和装置
公开(公告)号：US09133044B2
公开(公告)日：2015-09-15
申请号：US12864883
申请日：2009-01-28
申请人： Jirachote Phattaranawik , Tor Ove Leiknes
发明人： Jirachote Phattaranawik , Tor Ove Leiknes
IPC分类号： C02F3/30
CPC分类号： C02F3/301
摘要： The invention relates to a reactor for treatment of waste water for being subject to both anoxic/anaerobic and aerobic treatment within one single reactor volume. The anoxic/anaerobic reaction zone is separated from the aerobic reaction zone by a separator which also works as a hydrodynamic separator between the two reaction zones. The reactor makes it possible that the effluent water has a lower proportion of suspended solids and also that it produces less sludge than reactors of comparison. The reactor is further more energy efficient than prior art reactors. Several reactors according to the invention may be arranged in parallel so as for the inlet waste water may be treated in a modular way, and thus allowing the maintenance of the units to be facilitated.
摘要翻译：本发明涉及用于处理在单个反应器体积内经历缺氧/厌氧和需氧处理的废水的反应器。缺氧/厌氧反应区通过分离器与好氧反应区分离，分离器也可作为两个反应区之间的流体动力分离器。反应器使排出水可能具有较低比例的悬浮固体，并且它产生的污泥比反应堆比较少。反应器比现有技术的反应器进一步更节能。根据本发明的几个反应器可以并联布置，以便可以以模块化的方式对入口废水进行处理，从而允许维护单元。

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