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1. 发明专利

TW201326059A 抗水垢之水處理系統及方法审中-公开
简体标题：抗水垢之水处理系统及方法
公开(公告)号：TW201326059A
公开(公告)日：2013-07-01
申请号：TW101142319
申请日：2012-11-14
申请人：艾可華特系統有限責任公司 , ECOWATER SYSTEMS LLC
发明人：費莫蘭傑夫 , VERMURLEN, JEFF , 布瑞加諾法蘭克A , BRIGANO, FRANK A. , 施洛德約翰H , SCHROEDER, JOHN H.
IPC分类号： C02F5/08
CPC分类号： C02F1/685 , C02F5/10 , Y10T29/49428
摘要：本發明關於一種抗水垢之水處理系統，組成物及相關方法。該系統藉由釋放少量轉化劑至水中而抑制硬水垢形成。
简体摘要：本发明关于一种抗水垢之水处理系统，组成物及相关方法。该系统借由释放少量转化剂至水中而抑制硬水垢形成。

2. 发明申请

WO2007082033A3 SEDIMENT FILTER WITH INTERNAL DRAIN TUBE 审中-公开
标题翻译： SEDIMENT过滤器与内部排水管
公开(公告)号：WO2007082033A3
公开(公告)日：2007-08-30
申请号：PCT/US2007000725
申请日：2007-01-10
申请人： ECOWATER SYSTEMS LLC , HAEHN STEVE , LARSON JAMES
发明人： HAEHN STEVE , LARSON JAMES
IPC分类号： B01D35/16
CPC分类号： B01D29/15 , B01D35/16 , B01D2201/086 , B01D2201/4015
摘要： One embodiment of a sediment filter (10) includes a filter head (12) having an inlet opening, an outlet opening, a drain outlet (34) , and a sump connector, the sump connector includes a first opening in fluid communication with the inlet opening and a second opening in fluid communication with the outlet opening, a cylindrical filter (28) having a cylindrical screen, an upper end having a filter outlet opening, and a lower end having a tube opening, the filter outlet opening in fluid communication with the sump connector second opening, a sump receptacle (26) having a lower end having a sump and an upper end having an opened end, the open end having a head connector for coupling with the sump connector, and a tube (30) having a lower end and an upper end, the tube extends through the cylindrical filter, with the lower end ending into the sump and the upper end extending into the filter head, with the upper end in fluid communication with the drain outlet, whereby sediment may be drained from the sediment filter with water flow from the head inlet opening, down into the sump, up through the tube and out the head drain outlet.
摘要翻译：沉积物过滤器（10）的一个实施例包括具有入口开口的过滤器头（12），出口开口，排水出口（34）和贮槽连接器，贮槽连接器包括与入口流体连通的第一开口开口和与所述出口开口流体连通的第二开口，具有圆柱形筛网的圆柱形过滤器（28），具有过滤器出口开口的上端和具有管开口的下端，所述过滤器出口与所述贮槽连接器第二开口，具有下端具有贮槽的贮槽容器（26）和具有开口端的上端，所述开口端具有用于与所述贮槽连接器连接的头连接器，以及管（30），其具有下端和上端，管延伸穿过圆筒形过滤器，下端终止于贮槽，上端延伸到过滤器头部，上端与排水口流体连通，由此沉淀物可能排出从沉积物过滤器中排出水，从头部入口开口向下流入水槽，向上通过管道并排出出水口。

3. 发明申请

WO2019191589A1 METHOD FOR DETERMINING HARDNESS CONCENTRATION USING A MONOVALENT ION SELECTIVE ELECTRODE 审中-公开
公开(公告)号：WO2019191589A1
公开(公告)日：2019-10-03
申请号：PCT/US2019/024840
申请日：2019-03-29
申请人： ECOWATER SYSTEMS LLC
发明人： KAHN, Malcolm , ASTLE, Robert , ZIMMERMAN, Jeffrey
IPC分类号： C02F1/00 , B01J47/00
摘要： A method of application to provide a workable solution for tracking the hardness of water utilizing an ion-selective electrode by tracking the relative hardness of water at the outflow or egress of an ion-exchange column. A monovalent cation exchange membrane (ion- selective electrode) distinguishes hard water and softened water in a water flow stream. A voltage is applied across the membrane, facilitating the movement of sodium though the membrane (such that anions and divalent ions are excluded), and the current is measured. The change in current (delta current) is used to determine the hard water concentration or level of hardness in an influent stream. A second application estimates or detects the exhaustion of an ion-exchanger, and/or determines the regeneration time/cycle of the ion-exchanger through the use of an ion selective membrane. Blending of the influent hard water and effluent soft water allows a user to control hardness levels of the effluent.

4. 发明申请

WO2015103073A1 ZEOLITE REGENERATION 审中-公开
标题翻译：沸石再生
公开(公告)号：WO2015103073A1
公开(公告)日：2015-07-09
申请号：PCT/US2014/072339
申请日：2014-12-24
申请人： ECOWATER SYSTEMS LLC
发明人： DIMOTSIS, George
IPC分类号： B01J49/00 , B01J39/00 , C02F1/42 , C02F5/00
CPC分类号： B01J49/0073 , B01J39/05 , B01J49/06 , B01J49/53 , B01J49/57 , C02F1/42 , C02F2001/425 , C02F2303/16
摘要： A non-chloride containing, low TDS regenerant composition for regenerating a strong acid cation exchange resin of about 1 to 60 weight percent an inorganic sodium zeolite, and the balance of water. The inorganic sodium zeolite is Type A, P, MAP, or X sodium zeolite, or any combination thereof. At least one surfactant may be added to the composition. A method for treating a spent strong acid cation exchange resin to regenerate the resin utilizes the regenerant composition. The method dilutes a concentrated suspension of at least one inorganic sodium zeolite; and combines the balance of water.
摘要翻译：一种不含氯化物的低TDS再生剂组合物，用于再生约1至60重量％的无机钠沸石的强酸阳离子交换树脂，余量为水。无机钠沸石是A型，P型，MAP型或X型钠沸石，或其任何组合。可以向组合物中加入至少一种表面活性剂。用于处理用过的强酸阳离子交换树脂以再生树脂的方法利用再生剂组合物。该方法稀释至少一种无机钠沸石的浓缩悬浮液; 并结合了水的平衡。

5. 发明申请

WO2016160505A1 STORAGE AND DELIVERY FOR A WATER TREATMENT SYSTEM AND METHOD OF USING THE SAME 审中-公开
标题翻译：用于水处理系统的储存和输送及其使用方法
公开(公告)号：WO2016160505A1
公开(公告)日：2016-10-06
申请号：PCT/US2016/023988
申请日：2016-03-24
申请人： ECOWATER SYSTEMS LLC
发明人： WILSON, Steven, K. , DIMOTSIS, George L. , KIRCHNER, Richard, A.
IPC分类号： C02F1/469 , C02F1/46 , C02F1/00 , C02F5/00 , B01D35/06
CPC分类号： C02F1/4691 , C02F1/001 , C02F1/008 , C02F2201/4611 , C02F2201/4618 , C02F2209/03 , C02F2209/40 , C02F2301/043 , C02F2301/08 , C02F2303/22
摘要： A system to increase the water recovery ratio and efficiently save water in a water treatment and delivery system, particularly for a water treatment system that may be used for water softening, and more particularly for a water treatment system that employs capacitive deionization technology. Stored product water is delivered without the implementation of an additional pump, and the stored product water is used to recover water in a storage tank without having to send water to drain.
摘要翻译：一种提高水回收率并有效节省水处理和输送系统中的水的系统，特别是用于可用于水软化的水处理系统，特别是用于采用电容去离子技术的水处理系统的系统。储存的产品水不需要额外的泵进行运送，储存的水用于回收储存罐中的水，而不必将水排入水中。

6. 发明专利

MX2013013891A SISTEMA Y METODO DE TRATAMIENTO DE AGUA ANTI-INCRUSTACIONES. 未知
公开(公告)号：MX2013013891A
公开(公告)日：2014-04-25
申请号：MX2013013891
申请日：2012-11-02
申请人： ECOWATER SYSTEMS LLC
发明人： VERMURLEN JEFF , BRIGANO FRANK A , SCHROEDER JOHN H
IPC分类号： C02F5/08 , C02F1/58
摘要： Esta invención se refiere a un sistema de tratamiento de agua anti-incrustaciones, composición y métodos relacionados. El sistema suprime la formación de incrustaciones duras al liberar pequeñas cantidades de agente de transformación en el agua.

7. 发明专利

PL2189209T3 Hermetyczny system oczyszczania wody 未知
公开(公告)号：PL2189209T3
公开(公告)日：2011-12-30
申请号：PL10151763
申请日：2006-01-27
申请人： ECOWATER SYSTEMS LLC
发明人： KENNEDY GREGORY , SINKULA DAVID , ZIMMERMANN JEFFREY , KHAMIS CHAOUKI , STOICK MICHAEL , DUSHECK NATHAN
IPC分类号： B01D61/12 , B01D29/56 , B01D35/30 , B01D61/02 , C02F1/44

8. 发明专利

HK1144405A1 ENCAPSULATED WATER TREATMENT SYSTEM 未知
公开(公告)号：HK1144405A1
公开(公告)日：2011-02-18
申请号：HK10110715
申请日：2010-11-18
申请人： ECOWATER SYSTEMS LLC
发明人： KENNEDY GREGORY , SINKULA DAVID , ZIMMERMANN JEFFREY , KHAMIS CHAOUKI , STOICK MICHAEL , DUSHECK NATHAN
IPC分类号： B01D20060101 , C02F20060101

9. 发明专利

CA2771122A1 ENCAPSULATED WATER TREATMENT SYSTEM 未知
公开(公告)号：CA2771122A1
公开(公告)日：2006-08-03
申请号：CA2771122
申请日：2006-01-27
申请人： ECOWATER SYSTEMS LLC
发明人： KENNEDY GREGORY , SINKULA DAVID , ZIMMERMAN JEFFREY , KHAMIS CHAOUKI , STOICK MICHAEL , DUSHECK NATHAN
IPC分类号： B01D61/08 , B01D27/04 , B01D61/02 , B01D61/12 , C02F1/44
摘要： A water treatment system is provided having an encapsulate manifold with a reverse osmosis cartridge and one or more filter cartridges. The filter cartridge includes a detent for being received within a slot in the manifold head for secure locking engagement. The water treatment system further includes a single probe conductivity monitoring system for monitoring the performance of a reverse osmosis membrane. The water treatment system is also provided in a modular arrangement wherein manifold heads are physically and fluidly coupled together via a clip which interfaces with the modular manifold heads. The water treatment system also allows for a retrofit application to include a permeate pump. The cartridges are also designed to provide a minimum annular inlet gap to minimize spillage during changing of the cartridges.

10. 发明专利

ES2686624T3 Procedimiento de control de un sistema de tratamiento de agua por ósmosis inversa 未知
公开(公告)号：ES2686624T3
公开(公告)日：2018-10-18
申请号：ES10156401
申请日：2006-01-27
申请人： ECOWATER SYSTEMS LLC
发明人： KENNEDY GREGORY , SINKULA DAVID , ZIMMERMAN JEFFREY , KHAMIS CHAOUKI , STOICK MICHAEL , DUSHECK NATHAN
IPC分类号： B01D61/12 , B01D65/10 , C02F1/44
摘要： Procedimiento implementado por ordenador de monitorización del rendimiento de una membrana de ósmosis inversa en un sistema de suministro de agua potable, llevado a cabo el procedimiento por un programa informático, comprendiendo el procedimiento las etapas de: iniciar (etapa 74) una recalibración de membrana de ósmosis inversa; determinar (etapa 76) la cantidad de flujo de una cantidad predeterminada de agua a través del sistema; medir (etapa 80) la conductividad inicial del permeado aguas abajo de la membrana de ósmosis inversa después de que la cantidad predeterminada de agua ha fluido a través del sistema; calcular (etapa 82), usando la conductividad inicial del permeado medida (etapa 80), una proporción predeterminada de rechazo de sólidos disueltos totales, y calcular a partir de ello un punto de disparo umbral que corresponde a dicha proporción predeterminada de rechazo de sólidos disueltos totales, donde calcular dicho punto de disparo umbral incluye: medir dichos valores de conductividad inicial del permeado; equiparar una media de dichos valores de conductividad inicial del permeado a dicha proporción del rechazo de sólidos disueltos totales, y definir dicha media en el noventa por ciento (90 %) de rechazo; y calcular dicho punto de disparo umbral en el setenta y cinco por ciento (75 %) de dicha media; almacenar (etapa 84) el punto de disparo umbral en la memoria (54) del sistema; medir sistemáticamente (etapa 86) la conductividad del permeado aguas abajo de la membrana de ósmosis inversa después de haberse alcanzado dicho flujo de dicha cantidad predeterminada de agua; determinar (etapa 90) si la conductividad del permeado, medida sistemáticamente en la etapa anterior, es inferior al punto de disparo umbral; y proporcionar (etapa 92) una indicación tras la determinación de cuándo la conductividad del permeado es inferior al punto de disparo umbral.

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