INTAKE FILTER FOR WATER COLLECTION SYSTEM WITH PRESSURE ACTIVATED BACKWASH VALVE
20210148095 · 2021-05-20
Inventors
Cpc classification
C02F1/008
CHEMISTRY; METALLURGY
B01D29/668
PERFORMING OPERATIONS; TRANSPORTING
Y02A20/148
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
C02F1/001
CHEMISTRY; METALLURGY
E03C1/26
FIXED CONSTRUCTIONS
C02F2103/002
CHEMISTRY; METALLURGY
Y02A20/30
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
International classification
B01D29/66
PERFORMING OPERATIONS; TRANSPORTING
C02F1/68
CHEMISTRY; METALLURGY
Abstract
This specification describes an intake filter for use, for example, in a system that collects greywater from baths or showers for re-use in toilet flushing. The intake filter provides essentially dead-end filtration. An influent by-pass may be provided, but the filter is cleaned as required to reduce use of the by-pass. Cleaning is performed when permeability of the filter declines. An upstream sensor may be used to detect the permeability of the filter. In one cleaning method, flowing water, optionally with air, is used to backwash the filter. The impulse of the flowing water also moves one or more valves to direct backwash water to a sanitary drain. For example, pumped effluent may impinge against a first flap to close an effluent drain, the first flap being mechanically linked to open a flap covering the sanitary drain.
Claims
1. A method of filtering grey water comprising steps of, filtering influent water from a shower or bath through a filter element; monitoring one or more sensors to detect a) the presence of a certain volume or free surface elevation of water upstream of the filter element or b) water by-passing the filter element; cleaning the filter after the certain volume or free surface elevation is sensed, or after water by-passes the filter element.
2. The method of claim 2 further comprising imposing a wait period between when the certain volume of water is detected and when the filter is cleaned.
3. The method of claim 1 wherein cleaning the filter comprises flowing water though the filter in a reverse direction.
4. The method of claim 3 further comprising flowing air through the filter in the reverse direction.
5. The method of claim 4 wherein the air is mixed with the water.
6. The method of claim 3 further comprising contacting a flapper valve with the flowing water.
7. The method of claim 6 further comprising contacting the flapper valve with flowing air.
8. The method of claim 6 wherein the flowing water closes an effluent outlet valve or opens a waste drain valve.
9. The method of claim 6 wherein the flowing water closes an effluent outlet valve and opens a waste drain valve.
10. A grey water recycling system comprising, a filter element; a downstream collection tank; an upstream conduit system; wherein the upstream conduit system comprises an influent by-pass, wherein the influent by-pass is located 10 cm or more above the top of the filter element or so as to provide a hold-up volume of 10 liters or more above the top of the filter element.
11. The grey water recycling system of claim 10 further comprising, a sensor associated with the upstream conduit system; a pressurized water inlet valve; and, a controller, wherein the controller is configured to receive a signal from the sensor indicating the condition of the filter element and to open the pressurized water inlet valve, thereby backwashing the filter.
12. The system of claim 11 wherein the condition is a buildup of water upstream of or by-passing the screen.
13. The system of claim 11 wherein the sensor is a pressure or proximity sensor.
14. The system of claim 10 wherein pressurized water, when flowing through the pressurized water inlet valve, impinges against a first flapper valve.
15. The system of claim 14 wherein the first flapper valve is mechanically linked to one or more other flapper valves.
16. The system of claim 14 wherein closing the first flapper valve closes an effluent outlet and opens a waste drain.
17. The system of claim 11 wherein the controller is configured to inject air downstream of the filter element in response to the signal.
Description
BRIEF DESCRIPTION OF THE FIGURES
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DETAILED DESCRIPTION
[0024]
[0025] Grey water flows automatically by gravity through the intake filter 16 to the collection tank 14 as the grey water is produced or soon after. Cleaning of the intake filter 16 occurs on an on-condition basis, for example based on the permeability of a filter element within the intake filter 16, which may be indicated by the use or anticipated use of a by-pass within the intake filter 16. Cleaning the intake filter 16 can be by way of a backwash using pressurized water, optionally assisted by air. Backwash waste water and water in the by-pass flow to the sanitary drain stack 32.
[0026]
[0027]
[0028] In the example shown, effluent outlet valve 60 is one flapper of a dual flapper assembly 80. The other flapper is waste valve 78. The two flappers 60, 78 share and extend from a common pin 70 rotating in bushings 72. Outlet valve 60, when moved to the position shown in
[0029] Depending on the condition of the filter element 56, incoming grey water may rise temporarily in part of a by-pass 54. Optionally, a portion of the by-pass 54 above the filter element 56 is made of a larger diameter pipe to provide a by-pass tank 58. When the filter element 56 begins to clog, part of the by-pass 54, and in particular the bypass tank 58, will temporarily retain a certain volume of water below the point of highest elevation of the by-pass 54. The part of the by-pass 54 upstream of its highest elevation acts as a buffer to allow more time, and increased static pressure, for the incoming grey water to pass through the filter element 56 instead of leaving the intake filter 16 through the by-pass 54. If the filter element 56 clogs completely, or nearly so, water may rise up above the bypass tank 58 to the level of sensor 38, which in this example is a water proximity sensor. Sensor 38 may be any sort of sensor that can send a signal when water is at, or near, the sensor. For example, sensor 38 could be a capacitive proximity sensor or an optical sensor.
[0030] Any grey water rising above the sensor 38 can by-pass the filter element 56 and leave through the rest of the by-pass 54 to a sanitary drain connection 64, as shown by the dashed overflow path 66 in
[0031] Water sensed at the elevation of sensor 38 indicates that grey water has by-passed the filter element 56 or is likely to by-pass the filter element 56 soon if the filter element 56 continues to foul. The filter element 56 is therefore cleaned after the sensor 39 detects water, for example by backwashing the filter element 56. Alternatively, a sensor could be placed in another location, for example in the by-pass 54 downstream of its point of highest elevation or in the grey water drain 22. In other alternatives, a sensor could measure water pressure, for example static head of water anywhere upstream of the filter element 56 or the activation of a one way valve (i.e. a sanitary check valve) in or downstream of the by-pass 54. In another alternative, a sensor could detect the presence of water at a location upstream of the filter element 56 and the controller 40 could measure the time that water is present in this location. This would provide a means of determining the time taken for water from a shower to pass through the filter element 56, which is an indicator of permeability or fouling condition.
[0032] Preferably, the controller 40 waits after receiving a signal from sensor 38 before cleaning the filter element 56. Optionally, a short wait period (for example 5 or 10 minutes) may allow grey water in the by-pass tank 58 to be filtered or allow water above waste valve 78 to drain. Alternatively, a longer wait period can be provided to delay cleaning until a time of day when a shower during the backwash is unlikely. After the wait period, controller 40 opens supply valve 42. Preferably, supply valve 42 is a solenoid connected to the outlet of pump 18, which allows the filter element 56 to be cleaned using filtered grey water. The pressurized supply line 28 is connected to a backwash water connection 76. When a backwash is activated, pressurized water pushes the outlet valve 60 into a position that prevents flow into the collection tank 14 and instead directs the pressurized water backwards through the filter element 56. Closing the outlet valve 60 preferably also opens a waste valve 78, the waste valve 78 being the other flapper of the dual flapper assembly 80. Waste valve 78, when closed, covers a port leading to the sanitary drain connection 64. Opening waste valve 78 connects the upstream side of the filter element 56 to the sanitary drain connection 64. This allows backwashed debris from filter element 56 to drain under gravity into the waste drain line 30 without having to flow over the point of highest elevation in by-pass 54. The controller 40 closes supply valve 42 to end the backwash, for example after a predetermined time from opening supply valve 42. In the absence of flowing water from the supply valve 42, the dual flapper assembly 80 returns to its normal position, for example by gravity or a spring, and the regular flow of grey water through the filter element 56 to the collection tank inlet 14 resumes with the next shower.
[0033] The position of the dual flapper assembly 80 during a backwash is shown in
[0034]
[0035] The second intake filter 16′ has a second filter element 56′. Second filter element 56′ is a flat screen oriented horizontally. Optionally, second filter element 56′ may slope downwards towards the waste valve 78. An optional dam 57, preferably extending above the highest point of second filter element 56′, temporarily retains a small volume of water over the second filter element 56′ during backwashing. This small volume of water can help wet solids that were retained by the screen. The small volume of water can also reduce the tendency for water to flow preferentially through relatively un-fouled or more easily cleaned parts of the second filter element. The dam 57 may optionally have a notch or spout (not shown) to help backwashed solids flow over the dam 57. Mixing the backwash water with air also helps backwashed solids flow over the dam 57. Solids retained by the second filter element 56′ are removed primarily by being lifted upwards by water and air rising through the second filter element 56′ after the volume within the second intake filter 16′ downstream of the second filter element 56′ is filled. Optionally, one or both of the water or air streams, or parts of one or both of the water or air stream, could be directed at the second filter element 56′ to help dislodge retained solids.
[0036] The by-pass 54 of second intake filter 16′ does not include a bypass tank 58. The part of the by-pass 54 upstream of its highest elevation has a plurality of sensors 38, for example 2, at different elevations. A lower sensor 38 may be used to activate a backwash. An upper sensor 38 may be used to send an alert that the second intake filter 16′ should be inspected. A bathtub might be used for exceptional purposes, for example washing off paint or other chemicals or bathing a muddy, shedding dog, that in some combinations could require the second filter element 56′ to need to be removed for manual cleaning.
[0037] During a backwash, the controller 40 opens supply valve 42, turns on air pump 100 and opens air valve 102, for example for a predetermined time. The air supply line 104 is connected to an air inlet 77. In the example shown, air inlet 77 and backwash water inlet 76 are connected to a nozzle 93 passing through a floor of the second intake filter 16′ downstream of the second filter element 56′. The nozzle 93 does not mix the air and water but instead releases generally parallel streams of air and water both directed at the outlet valve 60. Optionally, the outlet valve 60 has a hood 61 to intercept the air and water even when the outlet valve 60 is closed. The water and air mix inside the second intake filter 16′, generally before rising through the second filter element 56′. Alternatively, the air and water could be mixed together before they are injected into the second intake filter 16′.
[0038] The figures are intended to shown just some optional examples of an intake filer 16. An intake filter could also be made with various modifications. For example, additional or alternative pressurized water nozzles could clean a filter element by directing water across the upstream side of a filter element rather than backwashing the filter element. The filter element could be located within a pipe section rather than a rectangular box as shown. A flappers could extend downwards from an axle, open outwards rather than inwards, be orthogonal to another flapper, or be linked by a pushrod or other mechanical means to another flapper instead of having a common axle. One or more flappers could be actuated by mechanical, electrical, pneumatic or other actuators instead of moving in response to flowing water. In one option, an influx body with a filter element at the bottom (for example as described in U.S. Pat. No. 8,377,291) could have a flapper valve downstream of the filter element. A rotational sensor on the flapper valve can provide a signal (caused for example by a certain degree of rotation during a shower) indicating that an undesirable amount of water is flowing over rather than through the filter element, and that the filter element needs to be cleaned. An intake filter as described herein may be part of a grey water treatment system as described in U.S. provisional patent application 62/305,625 filed on Mar. 9, 2016.