US20100122945A1 - Grey water conservation mechanism - Google Patents
Grey water conservation mechanism Download PDFInfo
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- US20100122945A1 US20100122945A1 US12/313,054 US31305408A US2010122945A1 US 20100122945 A1 US20100122945 A1 US 20100122945A1 US 31305408 A US31305408 A US 31305408A US 2010122945 A1 US2010122945 A1 US 2010122945A1
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- Prior art keywords
- water
- holding tank
- recycling system
- gray
- tank
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- 239000010797 grey water Substances 0.000 title claims abstract description 72
- 230000007246 mechanism Effects 0.000 title claims description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 59
- 238000004064 recycling Methods 0.000 claims abstract description 26
- 239000002351 wastewater Substances 0.000 claims abstract description 17
- 230000002262 irrigation Effects 0.000 claims description 20
- 238000003973 irrigation Methods 0.000 claims description 20
- 238000001914 filtration Methods 0.000 claims description 18
- 230000004913 activation Effects 0.000 claims description 6
- 239000002245 particle Substances 0.000 claims description 6
- 239000000126 substance Substances 0.000 claims 7
- 230000003213 activating effect Effects 0.000 claims 3
- 230000000737 periodic effect Effects 0.000 claims 2
- 238000005070 sampling Methods 0.000 claims 2
- 238000010586 diagram Methods 0.000 description 6
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 3
- 239000000460 chlorine Substances 0.000 description 3
- 229910052801 chlorine Inorganic materials 0.000 description 3
- 239000000645 desinfectant Substances 0.000 description 3
- 239000013505 freshwater Substances 0.000 description 3
- 230000007257 malfunction Effects 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- KZBUYRJDOAKODT-UHFFFAOYSA-N Chlorine Chemical compound ClCl KZBUYRJDOAKODT-UHFFFAOYSA-N 0.000 description 1
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 238000003287 bathing Methods 0.000 description 1
- 238000005660 chlorination reaction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000003599 detergent Substances 0.000 description 1
- 238000004851 dishwashing Methods 0.000 description 1
- 239000003925 fat Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 238000009420 retrofitting Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D29/00—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor
- B01D29/88—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor having feed or discharge devices
- B01D29/90—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor having feed or discharge devices for feeding
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
- C02F1/004—Processes for the treatment of water whereby the filtration technique is of importance using large scale industrial sized filters
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/002—Grey water, e.g. from clothes washers, showers or dishwashers
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/005—Processes using a programmable logic controller [PLC]
- C02F2209/008—Processes using a programmable logic controller [PLC] comprising telecommunication features, e.g. modems or antennas
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/42—Liquid level
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
-
- 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
Definitions
- This invention relates to conservation in general and more particularly to conservation of water.
- Grey water is non-industrial wastewater generated from domestic (and sometime industrial) uses such as dish washing, laundry and bathing. Grey water comprises 50-80% of residential wastewater and includes all water from a residence except that from toilets.
- Grey water is typically treated through the sewer system by the water treatment plants. Obviously, if grey water were used in a secondary manner, then the load upon the treatment plants would be reduced to only 20-50% of its current load, thereby reducing the costs for this part of the infrastructure.
- gray water Use of the gray water include such simple solutions as diverting the water to a garden for a residential application.
- an industrial setting such as motels and hotels, and resorts pumping the grey water to a “garden” is not feasible, but to their landscaping, ponds, and/or golf course is.
- the invention is a gray water recycling system which uses a holding tank receiving waste water from a laundry facility.
- This invention is ideally suited for use in collecting and recycling the gray water from a laundry facility at a hotel or resort. Laundry water, when proper detergents are used, is easily recycled.
- the invention's ideal application is from the laundry system, the invention is easily installed into existing facilities, thus eliminating the need to engineer the system into a building during the planning stage.
- water from the laundry is deposited into a holding tank.
- the holding tank has a pump for drawing water from said holding tank, and, a float within said holding tank.
- the float senses the level of the water within the tank; thereby assuring that the tank is not run “dry” which may damage pumps and other mechanisms which are not designed to operate without a water float.
- the float is activated when a water level within said holding tank exceeds a pre-determined level. A minimal amount of water must exist within the holding tank for the system to operate.
- the holding tank communicates with a pressure tank which contains an activation sensor. While the water within the holding tank is not under pressure, the pressure tank is used to assure that proper pressure is maintained for subsequent mechanisms, such as irrigation systems.
- a pump draws water from the holding tank and provides this water, under pressure to the pressure tank.
- the pump filling and pressurizing the pressure tank is activated when pressure within said pressure tank falls below a predetermined level and the float within said holding tank indicates that a water level within said holding tank exceeds a pre-determined level. In this way, the pump is never activated unless there is both sufficient water within the holding tank and there is a need to bring the pressure within the pressure tank up to the desired range.
- the system is based on a standard 100 room hotel.
- the laundry water consumption of a hotel is in the range of 2500-5000 gallons per day (i.e. 70 loads a day at 60 gallons per load, yields 4200 gallons per day).
- a valve at the laundry trough diverts the waste laundry water into a three inch line to a 1000 gallon holding tank which uses effluent filters to eliminate the suspended particles. While those of ordinary skill in the art recognize a variety of effluent filters, the preferred effluent filter is a PL-625 Effluent Filter from Polylok Inc. This filter is able to operate for an extended period before requiring any maintenance such as cleaning or replacement and has been found to remove fats, oils, and grease by as much as 60-98%.
- Alternative filtration system utilize removable cartridges, thereby allowing the user to periodically replace or clean the cartridge.
- the now filtered waste water is communicated to an underground 2500 gallon holding tank with an effluent pump and floats.
- the preferred effluent pump is commercially available from Ofrenco Systems Inc., commercially known as the P Series Effluent Pump.
- the underground holding tank has an overflow drain communicating with the sewer. This prevents a malfunction in the system causing a leakage from the holding tank.
- a sensor is placed in the overflow drain so that should a malfunction occur, an operator is alerted.
- the effluent pump communicates the filtered gray water to a 500 gallon pressure tank which is above ground.
- a controller senses the pressure within the pressure tank and the presence of gray water from the float within the holding tanks. The controller activates a pump to maintain the pressure within the pressure tank within a desired range of pressure if: (1) there is sufficient water within the holding tank; and, (2) the pressure within the pressure tank is not within the desired range.
- the outlet of the pressure tank communicates with a time controlled irrigation box and valves to the hotel's irrigation system. In this manner, pressurized water is communicated to the existing irrigation system.
- a disinfectant is used. While those of ordinary skill in the art recognize a variety of disinfectants, some examples of disinfectants are:
- Chlorination gaseous chlorine, solid chlorine, and liquid chlorine
- the holding tank, the pump, controller, and pressure tank is contained within a single housing, thereby allowing the system to be easily installed. This embodiment is particularly useful for retrofitting residential applications.
- FIG. 1 is a block diagram illustrating the operation of the gray water treatment system.
- FIG. 2 is a block diagram illustrating the preferred residential embodiment of the gray water treatment system.
- FIG. 3 is a block diagram illustrating the gray water treatment system implemented in a hotel setting.
- FIG. 1 is a block diagram illustrating the operation of the gray water treatment system.
- Gray water from laundry 10 is communicated via pipe 13 F to diverter valve 11 A.
- Diverter valve 11 A is used to connect/disconnect the gray water with the system by either directing the gray water flow to pipe 13 D (connecting the gray water to the treatment system) or directing the gray water flow to pipe 13 E (thereby flushing the gray water into the sewer 19 ).
- the gray water flows through pipe 13 D to the filter tank 12 which removes the suspended particles from the gray water and then communicates the now filtered gray water via pipe 13 A to holding tank 14 .
- Float 15 within holding tank 14 determines if the gray water within holding tank 14 exceeds a minimal level.
- An overflow 9 communicates with holding tank 14 and directs any excess water to the sewer 19 . This prevents the system from becoming overwhelmed by the incoming gray water.
- Pump 16 draws the gray water from holding tank 14 via pipe 13 B and pressurizes pressure tank 17 .
- Pump 16 is activated when there is at least minimal water within holding tank 14 (as defined by float 15 ) and the pressure within pressure tank 17 is not within a prescribed range.
- the pressurized gray water is communicated via pipe 13 C to the irrigation box 18 which is equipped with a time to properly dispense the irrigation to the plants.
- Shut off valve 11 B allows the irrigation system to dispense water either to the plants 8 or to be flushed to the sewer 19 via pipe 13 E or pipe to an expanded future distribution area 5 .
- the gray water needs to be treated.
- an injection line 7 is used for the placement of chlorine or such into the tank housing the filters.
- sample line/portal 6 permits the gray water to be periodically tested.
- the entire system permits the laundry water to be collected, filtered, and pressurized for delivery to the irrigation system.
- FIG. 2 is a block diagram illustrating the preferred residential embodiment of the gray water treatment system.
- Housing 20 contains the entire gray water system.
- the system receives the untreated gray water via In connector 21 A and delivers pressurized and filtered gray water to Out connector 21 B.
- the incoming gray water is first filtered by filter 22 to remove suspended particles.
- the filtered gray water is stored in holding tank 23 .
- holding tank 23 has sufficient capacity to contain a typical week's volume of laundry water from a residence (typically 200 gallons).
- Controller 26 activates pump 24 when sensor 26 A indicates that gray water is within holding tank 23 and sensor 26 B indicates that the water pressure within pressure tank 25 is not within the prescribed range.
- the pressurized gray water is communicated to Out Connector 21 B from the pressure tank 25 .
- This embodiment being contained within a single housing, is easily manufactured and then is simply connected to an existing residential system.
- This embodiment is also enlarged/expanded to a motel or hotel for a residential unit subdivision having 100-150 units.
- FIG. 3 is a block diagram illustrating the gray water treatment system implemented in a hotel setting.
- Hotel 30 produces a great volume of gray water from its laundry facility. This gray water is communicated to the gray water treatment system 31 as outlined above and the pressurized gray water is delivered to the irrigation system/timer 32 which delivers the gray water to the landscape 33 .
- the filtered and pressurized gray water is delivered to neighborhood 34 , thereby permitting the neighborhood to benefit from the water being generated by hotel 30 .
- a meter 35 determines the amount of grey water being delivered to the neighborhood either for billing purposes to the neighborhood or to computer any credit which the local water district may provide for recycling grey water.
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- Chemical & Material Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Water Treatment By Sorption (AREA)
- Filtration Of Liquid (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
A gray water recycling system which uses a holding tank receiving waste water from a laundry facility. The holding tank has a pump for withdrawing water from said holding tank. A float, within said holding tank, is activated when a water level within said holding tank exceeds a pre-determined level. The pump communicates with a pressure tank. The pump used to fill and pressurize the pressure tank is activated when pressure within said pressure tank falls below a predetermined level and the float within said holding tank indicates that a water level within said holding tank exceeds a pre-determined level.
Description
- This invention relates to conservation in general and more particularly to conservation of water.
- The demand for water is increasing and the general fresh water supply is not. Growth in agriculture, industry, household, and recreational uses have placed significant strains on the already limited fresh water supply
- Add to this the affects of pollution and the actual supply of available usable fresh water is dwindling while the world's population continues to grow.
- Supplying this growing population has required a huge expenditure in infrastructure, pumping stations, and water treatment works. At the present time, estimates are that four out of every ten people live without improved sanitation and only about half of the world's population has a piped water supply to their home.
- To expand the usefulness of this limited water supply, one approach has been to re-use water a second time. This is often referred to as grey water or sullage. Grey water is non-industrial wastewater generated from domestic (and sometime industrial) uses such as dish washing, laundry and bathing. Grey water comprises 50-80% of residential wastewater and includes all water from a residence except that from toilets.
- Grey water is typically treated through the sewer system by the water treatment plants. Obviously, if grey water were used in a secondary manner, then the load upon the treatment plants would be reduced to only 20-50% of its current load, thereby reducing the costs for this part of the infrastructure.
- Use of the gray water include such simple solutions as diverting the water to a garden for a residential application. Unfortunately, in an industrial setting such as motels and hotels, and resorts pumping the grey water to a “garden” is not feasible, but to their landscaping, ponds, and/or golf course is.
- It is clear there is a need for an efficient and cost effective mechanism to conserve water by reusing as much as possible.
- The invention is a gray water recycling system which uses a holding tank receiving waste water from a laundry facility. This invention is ideally suited for use in collecting and recycling the gray water from a laundry facility at a hotel or resort. Laundry water, when proper detergents are used, is easily recycled.
- Also, since the invention's ideal application is from the laundry system, the invention is easily installed into existing facilities, thus eliminating the need to engineer the system into a building during the planning stage.
- In the preferred embodiment, water from the laundry is deposited into a holding tank. The holding tank has a pump for drawing water from said holding tank, and, a float within said holding tank. The float senses the level of the water within the tank; thereby assuring that the tank is not run “dry” which may damage pumps and other mechanisms which are not designed to operate without a water float.
- In this manner, the float is activated when a water level within said holding tank exceeds a pre-determined level. A minimal amount of water must exist within the holding tank for the system to operate.
- The holding tank communicates with a pressure tank which contains an activation sensor. While the water within the holding tank is not under pressure, the pressure tank is used to assure that proper pressure is maintained for subsequent mechanisms, such as irrigation systems.
- A pump draws water from the holding tank and provides this water, under pressure to the pressure tank. The pump filling and pressurizing the pressure tank is activated when pressure within said pressure tank falls below a predetermined level and the float within said holding tank indicates that a water level within said holding tank exceeds a pre-determined level. In this way, the pump is never activated unless there is both sufficient water within the holding tank and there is a need to bring the pressure within the pressure tank up to the desired range.
- In the preferred embodiment, the system is based on a standard 100 room hotel. Typically the laundry water consumption of a hotel is in the range of 2500-5000 gallons per day (i.e. 70 loads a day at 60 gallons per load, yields 4200 gallons per day).
- A valve at the laundry trough diverts the waste laundry water into a three inch line to a 1000 gallon holding tank which uses effluent filters to eliminate the suspended particles. While those of ordinary skill in the art recognize a variety of effluent filters, the preferred effluent filter is a PL-625 Effluent Filter from Polylok Inc. This filter is able to operate for an extended period before requiring any maintenance such as cleaning or replacement and has been found to remove fats, oils, and grease by as much as 60-98%.
- Alternative filtration system utilize removable cartridges, thereby allowing the user to periodically replace or clean the cartridge.
- The now filtered waste water is communicated to an
underground 2500 gallon holding tank with an effluent pump and floats. The preferred effluent pump is commercially available from Ofrenco Systems Inc., commercially known as the P Series Effluent Pump. - The underground holding tank has an overflow drain communicating with the sewer. This prevents a malfunction in the system causing a leakage from the holding tank. In the preferred embodiment of the invention, a sensor is placed in the overflow drain so that should a malfunction occur, an operator is alerted.
- The effluent pump communicates the filtered gray water to a 500 gallon pressure tank which is above ground. A controller senses the pressure within the pressure tank and the presence of gray water from the float within the holding tanks. The controller activates a pump to maintain the pressure within the pressure tank within a desired range of pressure if: (1) there is sufficient water within the holding tank; and, (2) the pressure within the pressure tank is not within the desired range.
- The outlet of the pressure tank communicates with a time controlled irrigation box and valves to the hotel's irrigation system. In this manner, pressurized water is communicated to the existing irrigation system.
- This water is useful for subsurface irrigation although surface irrigation is a simpler and preferred method of delivering water to the plants. Ideally, in the case of surface irrigation, a disinfectant is used. While those of ordinary skill in the art recognize a variety of disinfectants, some examples of disinfectants are:
- a) Chlorination (gaseous chlorine, solid chlorine, and liquid chlorine);
- b) Ozone; and
- c) Ultraviolet light.
- In the preferred embodiment of the invention, the holding tank, the pump, controller, and pressure tank is contained within a single housing, thereby allowing the system to be easily installed. This embodiment is particularly useful for retrofitting residential applications.
- With the above invention, not only has the affect of providing irrigation for the hotel, but also reduces the load which must be handled by water district.
- The invention, together with various embodiments thereof, will be more fully explained by the accompanying drawings and the following descriptions thereof.
-
FIG. 1 is a block diagram illustrating the operation of the gray water treatment system. -
FIG. 2 is a block diagram illustrating the preferred residential embodiment of the gray water treatment system. -
FIG. 3 is a block diagram illustrating the gray water treatment system implemented in a hotel setting. -
FIG. 1 is a block diagram illustrating the operation of the gray water treatment system. - Gray water from
laundry 10 is communicated viapipe 13F to diverter valve 11A. Diverter valve 11A is used to connect/disconnect the gray water with the system by either directing the gray water flow topipe 13D (connecting the gray water to the treatment system) or directing the gray water flow to pipe 13E (thereby flushing the gray water into the sewer 19). - The gray water flows through
pipe 13D to the filter tank 12 which removes the suspended particles from the gray water and then communicates the now filtered gray water via pipe 13A to holdingtank 14.Float 15 within holdingtank 14, determines if the gray water within holdingtank 14 exceeds a minimal level. - An
overflow 9 communicates with holdingtank 14 and directs any excess water to thesewer 19. This prevents the system from becoming overwhelmed by the incoming gray water. - Pump 16 draws the gray water from holding
tank 14 viapipe 13B and pressurizes pressure tank 17. Pump 16 is activated when there is at least minimal water within holding tank 14 (as defined by float 15) and the pressure within pressure tank 17 is not within a prescribed range. - The pressurized gray water is communicated via pipe 13C to the irrigation box 18 which is equipped with a time to properly dispense the irrigation to the plants. Shut off
valve 11B allows the irrigation system to dispense water either to the plants 8 or to be flushed to thesewer 19 viapipe 13E or pipe to an expanded future distribution area 5. In some situation, the gray water needs to be treated. In those situations, an injection line 7 is used for the placement of chlorine or such into the tank housing the filters. - Additionally, sample line/portal 6 permits the gray water to be periodically tested.
- In this manner, the entire system permits the laundry water to be collected, filtered, and pressurized for delivery to the irrigation system.
-
FIG. 2 is a block diagram illustrating the preferred residential embodiment of the gray water treatment system. -
Housing 20 contains the entire gray water system. The system receives the untreated gray water via In connector 21A and delivers pressurized and filtered gray water to Out connector 21B. - The incoming gray water is first filtered by filter 22 to remove suspended particles. The filtered gray water is stored in holding
tank 23. In this embodiment, for a residential application, holdingtank 23 has sufficient capacity to contain a typical week's volume of laundry water from a residence (typically 200 gallons). - Pump 24 is activated by
controller 26.Controller 26 activates pump 24 when sensor 26A indicates that gray water is within holdingtank 23 andsensor 26B indicates that the water pressure withinpressure tank 25 is not within the prescribed range. - The pressurized gray water is communicated to Out Connector 21B from the
pressure tank 25. - This embodiment, being contained within a single housing, is easily manufactured and then is simply connected to an existing residential system. This embodiment is also enlarged/expanded to a motel or hotel for a residential unit subdivision having 100-150 units.
-
FIG. 3 is a block diagram illustrating the gray water treatment system implemented in a hotel setting. - Hotel 30 produces a great volume of gray water from its laundry facility. This gray water is communicated to the gray
water treatment system 31 as outlined above and the pressurized gray water is delivered to the irrigation system/timer 32 which delivers the gray water to thelandscape 33. - In an alternative embodiment of the invention, the filtered and pressurized gray water is delivered to neighborhood 34, thereby permitting the neighborhood to benefit from the water being generated by hotel 30. In this embodiment, ideally a
meter 35 determines the amount of grey water being delivered to the neighborhood either for billing purposes to the neighborhood or to computer any credit which the local water district may provide for recycling grey water. - It is clear that the present invention provides an efficient and cost effective mechanism to conserve water by reusing as much as possible.
Claims (22)
1. A gray water recycling system comprising:
a) a filtration mechanism receiving waste water from a laundry facility, said filtration mechanism removing suspended particles from the waste water;
b) a holding tank receiving waste water from said filtration mechanism, said holding tank having,
1) a pump for drawing water from said holding tank, and,
2) a float within said holding tank, said float being activated when a water level within said holding tank exceeds a pre-determined level;
c) a pressure tank receiving water from said pump, said pressure tank having an activation sensor for activating said pump when pressure within said pressure tank falls below a predetermined level and the float within said holding tank indicates that a water level within said holding tank exceeds a pre-determined level; and,
d) an irrigation system receiving water from said pressure tank.
2. The gray water recycling system according to claim 1 ,
a) further including a housing; and,
b) wherein said filtration mechanism, said holding tank, and said pressure tank are contained within said housing.
3. The gray water recycling system according to claim 1 , further including a chemical treatment source communicating treatment chemical to said filtration mechanism.
4. The gray water recycling system according to claim 3 , wherein said filtration mechanism includes a sampling portal for withdrawal of a water sample after flowing through said removable cartridges.
5. The gray water recycling system according to claim 1 ,
a) wherein said filtration system includes removable filter cartridges; and,
b) wherein said waste water is directed to flow through said removable filter cartridges.
6. The gray water recycling system according to claim 1 , further including a timer for periodic activation of said irrigation system.
7. The gray water recycling system according to claim 1 , further including a meter measuring a volume of water flowing to said irrigation system.
8. The gray water recycling system according to claim 7 , wherein said irrigation system is position in a neighborhood.
9. A gray water recycling system comprising:
a) a holding tank receiving waste water from a laundry facility, said holding tank having,
1) a pump for drawing water from said holding tank, and,
2) a float within said holding tank, said float being activated when a water level within said holding tank exceeds a pre-determined level; and,
b) a pressure tank receiving water from said pump, said pressure tank having an activation sensor for activating said pump when pressure within said pressure tank falls below a predetermined level and the float within said holding tank indicates that a water level within said holding tank exceeds a pre-determined level.
10. The gray water recycling system according to claim 9 ,
a) further including a housing; and,
b) wherein said holding tank and said pressure tank are contained within said housing.
11. The gray water recycling system according to claim 10 , further including a filtration mechanism receiving waste water from a laundry facility said filtration mechanism removing suspended particles from the waste water prior to delivery of said waste water to said holding tank.
12. The gray water recycling system according to claim 11 ,
a) wherein said filtration system includes removable filter cartridges; and,
b) wherein said waste water is directed to flow through said removable filter cartridges.
13. The gray water recycling system according to claim 12 , wherein said filtration mechanism is contained within said housing.
14. The gray water recycling system according to claim 9 , further including:
a) an irrigation system receiving water from said pressure tank; and,
b) further including a timer for periodic activation of said irrigation system.
15. The gray water recycling system according to claim 13 , further including a chemical treatment source communicating treatment chemical to said filtration mechanism.
16. The gray water recycling system according to claim 15 , wherein said chemical treatment source is contained within said housing.
17. A gray water recycling system comprising:
a) a holding tank receiving waste water from a laundry facility, said holding tank having,
1) a pump for drawing water from said holding tank, and,
2) a float within said holding tank, said float being activated when a water level within said holding tank exceeds a pre-determined level; and,
b) a pressure tank receiving water from said pump, said pressure tank having an activation sensor for activating said pump when pressure within said pressure tank falls below a predetermined level and the float within said holding tank indicates that a water level within said holding tank exceeds a pre-determined level.
18. The gray water recycling system according to claim 17 , further including a filtration mechanism receiving waste water from the laundry facility, said filtration mechanism removing suspended particles from the waste water prior to said waste water being deposited into said holding tank.
19. The gray water recycling system according to claim 18 ,
a) further including a housing; and,
b) wherein said filtration mechanism, said holding tank, and said pressure tank are contained within said housing.
20. The gray water recycling system according to claim 18 , further including a chemical treatment source communicating a treatment chemical to said filtration mechanism.
21. The gray water recycling system according to claim 20 , wherein said filtration mechanism includes a sampling portal for withdrawal of a water sample from said holding tank.
22. The gray water recycling system according to claim 17 , further including an irrigation system receiving water from said pressure tank.
Priority Applications (9)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US12/313,054 US20100122945A1 (en) | 2008-11-17 | 2008-11-17 | Grey water conservation mechanism |
| US12/462,412 US20100122738A1 (en) | 2008-11-17 | 2009-08-03 | Excess grey water disposal |
| US12/462,414 US20100122740A1 (en) | 2008-11-17 | 2009-08-03 | Grey water holding tank |
| US12/462,413 US20100122944A1 (en) | 2008-11-17 | 2009-08-03 | Grey water filtering system |
| US12/462,411 US20100122739A1 (en) | 2008-11-17 | 2009-08-03 | Grey water distributed control system |
| US12/462,419 US20100122741A1 (en) | 2008-11-17 | 2009-08-03 | Grey water control system |
| PCT/US2009/006526 WO2012044270A2 (en) | 2008-11-17 | 2009-12-14 | Grey water filtering system |
| US13/738,460 US8623200B2 (en) | 2008-11-17 | 2013-01-10 | Grey water filtering system |
| US14/148,238 US20140116929A1 (en) | 2008-11-17 | 2014-01-06 | Grey Water Filtering System |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US12/313,054 US20100122945A1 (en) | 2008-11-17 | 2008-11-17 | Grey water conservation mechanism |
Related Child Applications (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US12/462,411 Continuation-In-Part US20100122739A1 (en) | 2008-11-17 | 2009-08-03 | Grey water distributed control system |
| US12/462,412 Continuation-In-Part US20100122738A1 (en) | 2008-11-17 | 2009-08-03 | Excess grey water disposal |
| US12/462,419 Continuation-In-Part US20100122741A1 (en) | 2008-11-17 | 2009-08-03 | Grey water control system |
| US12/462,414 Continuation-In-Part US20100122740A1 (en) | 2008-11-17 | 2009-08-03 | Grey water holding tank |
| US12/462,413 Continuation US20100122944A1 (en) | 2008-11-17 | 2009-08-03 | Grey water filtering system |
| US12/462,413 Continuation-In-Part US20100122944A1 (en) | 2008-11-17 | 2009-08-03 | Grey water filtering system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20100122945A1 true US20100122945A1 (en) | 2010-05-20 |
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Family Applications (4)
| Application Number | Title | Priority Date | Filing Date |
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| US12/313,054 Abandoned US20100122945A1 (en) | 2008-11-17 | 2008-11-17 | Grey water conservation mechanism |
| US12/462,413 Abandoned US20100122944A1 (en) | 2008-11-17 | 2009-08-03 | Grey water filtering system |
| US13/738,460 Expired - Fee Related US8623200B2 (en) | 2008-11-17 | 2013-01-10 | Grey water filtering system |
| US14/148,238 Abandoned US20140116929A1 (en) | 2008-11-17 | 2014-01-06 | Grey Water Filtering System |
Family Applications After (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US12/462,413 Abandoned US20100122944A1 (en) | 2008-11-17 | 2009-08-03 | Grey water filtering system |
| US13/738,460 Expired - Fee Related US8623200B2 (en) | 2008-11-17 | 2013-01-10 | Grey water filtering system |
| US14/148,238 Abandoned US20140116929A1 (en) | 2008-11-17 | 2014-01-06 | Grey Water Filtering System |
Country Status (2)
| Country | Link |
|---|---|
| US (4) | US20100122945A1 (en) |
| WO (1) | WO2012044270A2 (en) |
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| US20100243561A1 (en) * | 2009-03-25 | 2010-09-30 | Creffield Alan | Local sewage processing unit, sewage treatment system, method of locally processing sewage and sewage treatment process |
| US20120199220A1 (en) * | 2011-02-07 | 2012-08-09 | Advanced Grey Water Recycling Systems, Llc | Grey water processing and distribution system |
| US8377291B2 (en) * | 2009-04-23 | 2013-02-19 | Eckman Environmental Corporation | Graywater systems |
| CN103588312A (en) * | 2012-08-17 | 2014-02-19 | 成都虹华环保科技有限公司 | Grinding plate water treatment and reuse system of scrubber |
| CN103588311A (en) * | 2012-08-17 | 2014-02-19 | 成都虹华环保科技有限公司 | Grinding plate water treatment and reuse apparatus |
| US20150068983A1 (en) * | 2012-04-10 | 2015-03-12 | Scandinavian Innovation Group Oy | Disinfection device for water dispenser |
| US20160369483A1 (en) * | 2015-06-22 | 2016-12-22 | Leonard Wade | Waste Water Re-Directing System |
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| US8377291B2 (en) * | 2009-04-23 | 2013-02-19 | Eckman Environmental Corporation | Graywater systems |
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| US20240251723A1 (en) * | 2017-11-02 | 2024-08-01 | Southside Landscaping Co. | Irrigation water recirculation system |
| US20230075157A1 (en) * | 2020-08-13 | 2023-03-09 | China Architecture Design & Research Group | Indoor Grey Water Purification and Reuse Device, System and Method for Public Buildings |
| US12281466B2 (en) * | 2020-08-13 | 2025-04-22 | China Architecture Design & Research Group Co., Ltd. | Indoor grey water purification and reuse device, system and method for public buildings |
| CN115466003A (en) * | 2022-06-10 | 2022-12-13 | 农业农村部环境保护科研监测所 | Cascaded many first symbiotic systems based on rural black grey water coprocessing utilizes |
Also Published As
| Publication number | Publication date |
|---|---|
| US20100122944A1 (en) | 2010-05-20 |
| WO2012044270A3 (en) | 2013-08-01 |
| WO2012044270A2 (en) | 2012-04-05 |
| US8623200B2 (en) | 2014-01-07 |
| US20130126402A1 (en) | 2013-05-23 |
| US20140116929A1 (en) | 2014-05-01 |
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