WO2010120202A1 - Système de réutilisation d'eau de bain actionné par une pression d'eau d'alimentation - Google Patents
Système de réutilisation d'eau de bain actionné par une pression d'eau d'alimentation Download PDFInfo
- Publication number
- WO2010120202A1 WO2010120202A1 PCT/PT2009/000021 PT2009000021W WO2010120202A1 WO 2010120202 A1 WO2010120202 A1 WO 2010120202A1 PT 2009000021 W PT2009000021 W PT 2009000021W WO 2010120202 A1 WO2010120202 A1 WO 2010120202A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- water
- grey water
- bath
- grey
- pump
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B1/00—Methods or layout of installations for water supply
- E03B1/04—Methods or layout of installations for water supply for domestic or like local supply
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B1/00—Methods or layout of installations for water supply
- E03B1/04—Methods or layout of installations for water supply for domestic or like local supply
- E03B1/041—Greywater supply systems
- E03B1/042—Details thereof, e.g. valves or pumps
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B1/00—Methods or layout of installations for water supply
- E03B1/04—Methods or layout of installations for water supply for domestic or like local supply
- E03B1/041—Greywater supply systems
- E03B2001/045—Greywater supply systems using household water
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/146—Water conservation; Efficient water supply; Efficient water use using grey water
- Y02A20/148—Water conservation; Efficient water supply; Efficient water use using grey water using household water from wash basins or showers
Definitions
- the invention 2 presented in this PCT request consists of a system that allows a cost effective and energy efficient way to reuse bath grey water in toilet flushing, avoiding or reducing the consumption of clean water that would otherwise be required for that end.
- the cost effectiveness is achieved by a simple design that allows simultaneously a low initial cost and a low running cost of the system.
- the core of the invention is a "Micro Hydraulic Turbine-Pump” (MHTP) component, which basically consists of a small hydraulic turbine coupled to a small hydraulic continuous rotating pump through a common rotating shaft, being these rotors located in separate casings.
- MHTP Micro Hydraulic Turbine-Pump
- the MHTP is somehow comparable to a turbo-compressor used in car engines, but in this case the working fluid in the turbine side is clean water supplied by the water utility, while the working fluid in the pump side (analogous to the compressor in car engines) is grey water recovered from the bath taken by an individual user.
- the purpose of the MHTP is to extract part of the energy contained in the water being supplied by the water utility system 3 (at a given minimum pressure and flow) and use that energy to pump part of the bath grey water to a "Grey Water Storage Tank” (GWST), which is located at a higher gravitational energy level.
- GWST Greeny Water Storage Tank
- the water supplied by the water utility system is firstly routed to the turbine side of the MHTP, transferring energy to the turbine. After leaving the turbine, although with less energy content than before, the utility water flows to the shower and is consumed by the user in a shower bath.
- the resulting grey water After being used in the bath, the resulting grey water would normally flow to a draining pipe through the action of gravitational force and would then follow directly to the sewer system. In this case, however, the grey water resulting from the bath is collected in a "Small Regulation Tank” (SRT), which is located at a lower level than the bath tub.
- SRT Standard Regulation Tank
- the SRT is connected to the pump side of the MHTP so that the accumulated grey water is pumped from the SRT to the GWST at the same time that clean water from the utility system is being consumed.
- the pump is driven by the turbine side of the MHTP, since these two rotors (turbine and pump) of the MHTP are coupled through a common rotating shaft.
- the purpose of the SRT is to allow the accumulation of a minimum amount of grey water in order to facilitate the pumping process.
- the SRT is also connected to the draining pipe, in a way that allows any excess grey water to flow normally to the sewer.
- the recovered grey water coming from the SRT Before entering the pump side casing of the MHTP, the recovered grey water coming from the SRT first passes through a "Grey Water Filter” (GWF) and is filtered in order to avoid the accumulation of dirt in the pump side of the MHTP, which could otherwise affect its mid-term operating efficiency
- GWF Grey Water Filter
- water utility system used throughout this document refers to the water supply infrastructure of the local water supplier company (water distribution company), which supplies clean (and eventually potable) water to the individual consumer and is located upstream of the water consumption and of the invention application. and durability.
- the GWF is designed to allow easy cleaning by the end-user without using any tools.
- the MHTP also integrates a "By-Pass Valve” (BPV), so that the user may regulate the fraction of utility water flow going into the turbine side of the MHTP or bypassing it.
- BBV Binary-Pass Valve
- the regulation of the amount of utility water flowing into the turbine side of (or bypassing) the MHTP allows the user to adjust the amount of pumped bath grey water and the water pressure available in the shower. In other words, increasing the amount of utility water passing through the MTHP turbine will have as a consequence a larger amount of grey water being pumped to the GWST and, at the same time, a lower water pressure available in the shower.
- the BPV thus allows the establishment of a compromise between the amount of grey water recovered and the comfort of use of the shower. It also allows the user to easily stop using the system at any time, by simply bypassing all the water being supplied by the water utility system.
- the GWST will stock the recovered grey water until it is needed to fill in the toilet flush tank. It is designed in a way that allows any excessively recovered grey water to flow normally to the sewer and is equipped with a "Discharge Valve” (DV) that allows the user to completely empty the GWST whenever that may become necessary (e.g. for periodic cleaning or dismantling).
- DV discharge Valve
- the grey water stored in the GWST flows by action of gravity to a "Water Source Selection Valve” (WSSV), which has the purpose of selecting the water source to be used to refill the existing toilet flush tank.
- WSSV Water Source Selection Valve
- the WSSV guarantees that priority is always given to the grey water coming from the GWST whenever it is available.
- the WSSV allows clean utility water to refill the toilet flush tank. This way the refill of the toilet flush tank is guaranteed in all situations.
- the WSSV may be designed as a water float valve type, similar to those used in toilet flush tanks.
- the float valve When a determined minimum level of grey water is available in the WSSV tank, the float valve obstructs the flow of the utility water.
- the grey water level in the WSSV tank falls below the determined minimum level (meaning there is no grey water available to refill the toilet flush tank), the water float valve opens and allows the flow of the utility water to the toilet flush tank.
- the system may require the use of a non-return valve in order to assure that the pipe between the SRT and the MHTP is always filled with grey water.
- this non-return valve may be avoided if the design of the pump allows it to operate in dry mode.
- Pulsation-free bath water flow achieved by the smooth transmission of energy from the clean water being supplied by the water utility system to the recovered bath grey water pumping, which is made possible by the use of the rotating turbine and rotating pump configuration;
- PCT Request - Drawings which is also part of the PCT request presented by the applicant regarding the invention, includes the following 2 drawings:
- Figure 1 in Drawing 1 presents the integration of the components included in the system, as well as the system's working principle.
- Clean water supplied by the local water utility at a given pressure flows through the turbine side of the MHTP, transferring energy to the turbine.
- the MHTP integrates the BPV, so that the user may regulate the fraction of utility water flow going into the turbine side of the MHTP or bypassing it.
- the utility water flows to the shower and is used by the consumer in the shower bath.
- the grey water resulting from the bath is collected in the SRT, which is located at a lower level than the bath tub.
- the SRT is connected to the pump side of the MHTP so that the accumulated grey water is pumped to the GWST by the MHTP pump side (which is driven by the turbine side of the MHTP since the turbine and the pump are coupled through a common rotating shaft).
- the recovered grey water is filtered in the GWF.
- the GWST will stock the recovered grey water until it is needed to fill in the toilet flush tank. Excess grey water flows to the sewer.
- the DV equipping the GWST allows the user to completely empty the GWST whenever that may become necessary.
- the WSSV guarantees that priority is given to grey water over utility water, whenever there is the need to fill in the toilet flush tank and grey water is available in the GWST.
- the WSSV may be designed as a water float valve type, similar to those used in toilet flush tanks, integrated in a small water tank. When a determined minimum level of grey water is available in the WSSV tank, the float valve obstructs the flow of the utility water. When the grey water level in the WSSV tank follows below the determined minimum level (meaning there is no grey water available to refill the toilet flush tank), the water float valve opens and allows the flow of the utility water to the toilet flush tank.
- FIGs 2, 3 and 4 in Drawing 2 present different views of a schematic of the Micro Hydraulic Turbine-Pump component (which is the core of the invention), as well as its working principle.
- the final dimensions and accurate design of each sub-component in the MHTC will be subject to optimisation in the products to be developed under the patent being required.
- the turbine and pump diameters are represented in Drawing 2 as being equivalent, which may not be the case in the optimised and materialised systems.
- the mains sub-components of the MHTP are the following (numbered as indicated in Drawing 2):
- PCEC Pump Casing End Cover
- the pump rotor transfers energy to the grey water recovered from the bath and pumps it to a higher level.
- Figure 2 considers the application of a flexible impeller pump type. However different pump designs, as well as turbine designs, may be tested before the final product is defined.
- the final product should be obtained by optimising the issues that may be critical to its success in each market segment, in order to achieve the necessary efficiency, cost effectiveness and aesthetical appeal that the final customer will require. This shall be achieved by the optimisation of the hydraulic efficiency of the MHTP, the minimisation of the manufacturing and running costs and of the periodic maintenance requirements. Different turbine designs and pump designs shall be tested before the final design is defined.
- the invention addresses an application that is present all over the world and therefore its technical potential Ts considerable.
- MHTP Micro Hydraulic Turbine-Pump
- All piping between components may be performed using standard pipes currently available in the market;
- All water tanks used in the system may be obtained from adaptation of standard container types currently available in the market;
- the Discharge Valve (DV) used in the system to empty the Grey Water Storage Tank (GWST), may be obtained by adapting standard valve types currently available in the market;
- WSSV Water Source Selection Valve
- the turbine side and the pump side casings of the MHTP need to be hermetically separated, so that no water leaks from the turbine casing to the pump casing in result of the difference in water pressure on both sides. This can be achieved, for instance, through proper design and use of a proper sealing;
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Structures Of Non-Positive Displacement Pumps (AREA)
Abstract
L'invention porte sur un système qui utilise exclusivement la gravitation et l'énergie contenue dans l'eau délivrée par le système public de l'eau, comme sources d'énergie, pour recueillir, stocker et réutiliser des eaux grises de bains dans des applications domestiques individuelles. L'invention est caractérisée par la combinaison d'une turbine hydraulique de petite taille (2) et d'une pompe rotative hydraulique de petite taille (6), toutes deux couplées par l'intermédiaire d'un arbre rotatif commun (4), formant un dispositif unique utilisé pour extraire de l'énergie à partir de l'eau qui est délivrée par le système public de l'eau et pour utiliser simultanément cette énergie pour pomper des eaux grises de bains récupérées à un niveau plus élevé d'énergie potentielle de gravitation. Un réservoir d'accumulation d'eaux grises (3) situé à un niveau d'énergie potentielle de gravitation plus bas et un réservoir de stockage d'eaux grises (5) situé à un niveau d'énergie potentielle de gravitation plus élevé complètent le cœur du système.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/PT2009/000021 WO2010120202A1 (fr) | 2009-04-15 | 2009-04-15 | Système de réutilisation d'eau de bain actionné par une pression d'eau d'alimentation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/PT2009/000021 WO2010120202A1 (fr) | 2009-04-15 | 2009-04-15 | Système de réutilisation d'eau de bain actionné par une pression d'eau d'alimentation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2010120202A1 true WO2010120202A1 (fr) | 2010-10-21 |
Family
ID=41403978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/PT2009/000021 Ceased WO2010120202A1 (fr) | 2009-04-15 | 2009-04-15 | Système de réutilisation d'eau de bain actionné par une pression d'eau d'alimentation |
Country Status (1)
| Country | Link |
|---|---|
| WO (1) | WO2010120202A1 (fr) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011103657A1 (fr) * | 2010-02-23 | 2011-09-01 | Ralph Hawryluk | Système pour le stockage et la réutilisation d'eau de bain pour la chasse d'eau de toilettes |
| WO2012101615A1 (fr) * | 2011-01-28 | 2012-08-02 | Antonio Rovira Auge | Dispositif pour réutiliser des eaux ménagères dans des toilettes |
| WO2012150446A3 (fr) * | 2011-05-03 | 2013-01-17 | Savage Nigel Charles | Système de recirculation d'eau |
| WO2013071433A1 (fr) * | 2011-11-14 | 2013-05-23 | Green Marrett Alexander | Procédé et système pour recycler des eaux usées domestiques |
| CN103866823A (zh) * | 2014-02-14 | 2014-06-18 | 河海大学 | 一种小型家庭废水回收利用装置及家庭废水回收利用方法 |
| CN103898948A (zh) * | 2014-03-25 | 2014-07-02 | 上海电力学院 | 集中式浴室节水系统 |
| US8928168B2 (en) | 2012-09-19 | 2015-01-06 | Kyli Irene LETANG | Fluid-driven power generating apparatus |
| WO2015061830A1 (fr) * | 2013-10-29 | 2015-05-07 | Huynh Quang Le | Système de toilettes à économie d'eau |
| WO2016007926A1 (fr) * | 2014-07-10 | 2016-01-14 | Xiaoxiao Jin | Système d'économie d'eau de douche |
| FR3062144A1 (fr) * | 2017-01-25 | 2018-07-27 | Gerard Roger Manon | Procede mecanique actionne par un fluide sous pression tel un reseau d'eau potable entrainant une turbine qui a actionne un compresseur d'air. procede pouvant dans certains cas etre un moteur electrique |
| JP6976499B1 (ja) * | 2021-03-05 | 2021-12-08 | 三菱電機株式会社 | 給湯器 |
| WO2023143901A1 (fr) * | 2022-01-31 | 2023-08-03 | Grohe Ag | Système de stockage d'eaux grises pour une installation sanitaire |
| WO2023143900A1 (fr) * | 2022-01-31 | 2023-08-03 | Grohe Ag | Système de chasse d'eau pour un système de wc à distribution d'eaux grises |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2324330A (en) * | 1997-04-18 | 1998-10-21 | Edward John Cowell | Apparatus for recycling waste water |
| FR2899609A1 (fr) * | 2006-04-06 | 2007-10-12 | Daniel Berg | Appareil de douche a recyclage de l'eau |
| WO2008023084A1 (fr) * | 2006-08-22 | 2008-02-28 | RODRIGUEZ HINOJOSA, Jesús | Recyclage autonome d'eaux usées pour habitations |
| AU2009100052A4 (en) * | 2009-01-23 | 2009-03-05 | Burton, Craig Alexander Mr | A grey water disbursal system driven by mains water pressure |
| FR2923501A1 (fr) * | 2007-11-13 | 2009-05-15 | Thierry Alain Peltier | Mecanisme autonome, pour la recuperation d'eaux usees puis filtrees, actionne par la pression d'eau de reseaux de distribution. |
-
2009
- 2009-04-15 WO PCT/PT2009/000021 patent/WO2010120202A1/fr not_active Ceased
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2324330A (en) * | 1997-04-18 | 1998-10-21 | Edward John Cowell | Apparatus for recycling waste water |
| FR2899609A1 (fr) * | 2006-04-06 | 2007-10-12 | Daniel Berg | Appareil de douche a recyclage de l'eau |
| WO2008023084A1 (fr) * | 2006-08-22 | 2008-02-28 | RODRIGUEZ HINOJOSA, Jesús | Recyclage autonome d'eaux usées pour habitations |
| FR2923501A1 (fr) * | 2007-11-13 | 2009-05-15 | Thierry Alain Peltier | Mecanisme autonome, pour la recuperation d'eaux usees puis filtrees, actionne par la pression d'eau de reseaux de distribution. |
| AU2009100052A4 (en) * | 2009-01-23 | 2009-03-05 | Burton, Craig Alexander Mr | A grey water disbursal system driven by mains water pressure |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102770608A (zh) * | 2010-02-23 | 2012-11-07 | 拉尔夫·哈瓦瑞卢克 | 用于存储并重新利用洗澡水来冲刷马桶的系统 |
| WO2011103657A1 (fr) * | 2010-02-23 | 2011-09-01 | Ralph Hawryluk | Système pour le stockage et la réutilisation d'eau de bain pour la chasse d'eau de toilettes |
| WO2012101615A1 (fr) * | 2011-01-28 | 2012-08-02 | Antonio Rovira Auge | Dispositif pour réutiliser des eaux ménagères dans des toilettes |
| WO2012150446A3 (fr) * | 2011-05-03 | 2013-01-17 | Savage Nigel Charles | Système de recirculation d'eau |
| CN103764923A (zh) * | 2011-05-03 | 2014-04-30 | 奈杰尔·查尔斯·萨维奇 | 具有多个并联蓄水箱的洗涤系统 |
| AU2012251536B2 (en) * | 2011-05-03 | 2017-05-25 | Electronicon Limited | Greywater system with several reservoirs in parallel |
| CN103764923B (zh) * | 2011-05-03 | 2015-10-21 | 奈杰尔·查尔斯·萨维奇 | 具有多个并联蓄水箱的洗涤系统 |
| GB2513256B (en) * | 2011-11-14 | 2016-03-02 | Marrett Alexander Green | A method and system for recycling domestic greywater |
| WO2013071433A1 (fr) * | 2011-11-14 | 2013-05-23 | Green Marrett Alexander | Procédé et système pour recycler des eaux usées domestiques |
| US10774509B2 (en) | 2011-11-14 | 2020-09-15 | Marrett Alexander Green | Method and system for recycling domestic greywater |
| GB2513256A (en) * | 2011-11-14 | 2014-10-22 | Marrett Alexander Green | A method and system for recycling domestic greywater |
| US8928168B2 (en) | 2012-09-19 | 2015-01-06 | Kyli Irene LETANG | Fluid-driven power generating apparatus |
| WO2015061830A1 (fr) * | 2013-10-29 | 2015-05-07 | Huynh Quang Le | Système de toilettes à économie d'eau |
| AU2014344787B2 (en) * | 2013-10-29 | 2018-10-04 | Quang Le HUYNH | Water saving toilet system |
| CN103866823A (zh) * | 2014-02-14 | 2014-06-18 | 河海大学 | 一种小型家庭废水回收利用装置及家庭废水回收利用方法 |
| CN103898948A (zh) * | 2014-03-25 | 2014-07-02 | 上海电力学院 | 集中式浴室节水系统 |
| WO2016007926A1 (fr) * | 2014-07-10 | 2016-01-14 | Xiaoxiao Jin | Système d'économie d'eau de douche |
| FR3062144A1 (fr) * | 2017-01-25 | 2018-07-27 | Gerard Roger Manon | Procede mecanique actionne par un fluide sous pression tel un reseau d'eau potable entrainant une turbine qui a actionne un compresseur d'air. procede pouvant dans certains cas etre un moteur electrique |
| JP6976499B1 (ja) * | 2021-03-05 | 2021-12-08 | 三菱電機株式会社 | 給湯器 |
| WO2022185530A1 (fr) * | 2021-03-05 | 2022-09-09 | 三菱電機株式会社 | Chauffe-eau |
| WO2023143901A1 (fr) * | 2022-01-31 | 2023-08-03 | Grohe Ag | Système de stockage d'eaux grises pour une installation sanitaire |
| WO2023143900A1 (fr) * | 2022-01-31 | 2023-08-03 | Grohe Ag | Système de chasse d'eau pour un système de wc à distribution d'eaux grises |
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