Diatomaceous earth filter apparatus and method
10427076 ยท 2019-10-01
Assignee
Inventors
- Robert Frank Swindell (Sanford, NC, US)
- Leonard Richiuso (Murphy, TX, US)
- Brian Everett Cox (Sanford, NC, US)
Cpc classification
B01D29/688
PERFORMING OPERATIONS; TRANSPORTING
B01D29/668
PERFORMING OPERATIONS; TRANSPORTING
B01D29/62
PERFORMING OPERATIONS; TRANSPORTING
B01D37/02
PERFORMING OPERATIONS; TRANSPORTING
B01D29/62
PERFORMING OPERATIONS; TRANSPORTING
B01D29/668
PERFORMING OPERATIONS; TRANSPORTING
B01D29/21
PERFORMING OPERATIONS; TRANSPORTING
B01D29/21
PERFORMING OPERATIONS; TRANSPORTING
B01D29/96
PERFORMING OPERATIONS; TRANSPORTING
International classification
B01D29/21
PERFORMING OPERATIONS; TRANSPORTING
B01D29/66
PERFORMING OPERATIONS; TRANSPORTING
B01D29/62
PERFORMING OPERATIONS; TRANSPORTING
B01D37/02
PERFORMING OPERATIONS; TRANSPORTING
B01D29/68
PERFORMING OPERATIONS; TRANSPORTING
B01D29/96
PERFORMING OPERATIONS; TRANSPORTING
Abstract
A method for removing diatomaceous earth and contaminants from a filter, and for filtering liquid using diatomaceous earth is provided. Embodiments of the method can include a washdown process, a backwash process, and a filtering process. Some embodiments can include one or more filter cartridges with cartridge tubes to increase flow during the backwash process. Some embodiments can also include a backwash sprayer to disturb contaminants during the backwash process.
Claims
1. A method of filtering contaminants from pool water using diatomaceous earth, the method comprising: providing a filter tank comprising an inlet, an outlet, a baffle assembly, an air bleeder tube extending from a bottom manifold to a top manifold, an air relief valve, and at least one filter cartridge with a septum coated with diatomaceous earth, wherein the at least one filter cartridge is coupled to the bottom manifold and the top manifold; closing a pool drain of a pool to enable a skimmer of the pool to provide liquid to the filter tank; removing air from the filter tank through the air relief valve; spraying unfiltered liquid into the filter tank via the baffle assembly to substantially fill the filter tank with liquid; closing the air relief valve when unfiltered liquid begins to flow from the air relief valve; adding a solution including diatomaceous earth to the filter tank; continuing to spray unfiltered liquid into the filter tank via the baffle assembly to create turbulence in the unfiltered liquid; directing the unfiltered liquid from an exterior of the at least one filter cartridge through the septum coated with diatomaceous earth to an interior of the at least one filter cartridge in order to filter the liquid; directing the filtered liquid through the at least one filter cartridge to the outlet of the filter tank; and drawing air from a top of the filter tank into the air bleeder tube and forcing the air out of the outlet of the filter tank.
2. The method of claim 1 further comprising checking a pressure inside the filter tank to determine if the pressure is above a threshold, wherein if the pressure is above the threshold, removing the diatomaceous earth from the septum.
3. The method of claim 2, wherein the method further comprises measuring a starting pressure after the step of adding a solution including diatomaceous earth to the filter tank.
4. The method of claim 3, wherein the threshold is a pressure of about 10 to 12 pounds per square inch higher than the starting pressure.
5. The method of claim 1 further comprising a step of turning on a pump prior to the step of removing substantially all air from the filter tank, wherein the pump directs the unfiltered water to the inlet of the filter tank.
6. The method of claim 1, wherein the filter tank comprises four filter cartridges.
7. The method of claim 1, wherein the filter tank comprises a bottom tank and a lid.
8. The method of claim 7, wherein the inlet and the outlet of the filter tank are on the bottom tank.
9. The method of claim 8, wherein the baffle assembly is connected to the inlet of the filter tank.
10. The method of claim 1, wherein the septum of the at least one filter cartridge includes pores having openings of between about 25 microns to about 50 microns.
11. The method of claim 1, wherein the top manifold includes at least one cartridge plug, the at least one cartridge plug sealing an upper portion of the at least one filter cartridge.
12. The method of claim 1, wherein the filter tank comprises an air bleeder receiver on the bottom manifold and a center support on the top manifold, the air bleeder tube being received into the air bleeder receiver and the center support.
13. The method of claim 1, wherein the septum is polypropylene.
14. The method of claim 1, wherein the at least one filter cartridge includes a cartridge tube, at least one top end cap, and at least one bottom end cap, the at least one top end cap and the at least one bottom end cap being in fluid communication with an inner side of the septum.
15. The method of claim 14, wherein the at least one top end cap and the at least one bottom end cap are urethane.
16. The method of claim 12, wherein the filter tank comprises an adapter that fits over the center support and the air bleeder tube.
17. The method of claim 16, wherein the filter tank comprises a bottom tank, a lid, and a compression spring that fits over the adapter and biases the adapter and the top manifold away from the lid.
18. The method of claim 6, wherein the four filter cartridges are removable.
19. The method of claim 6, wherein the four filter cartridges together comprise one of about 60, 80, or 100 square inches of filtering area.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
(1)
(2)
(3)
(4)
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DETAILED DESCRIPTION
(6) Before any embodiments of the invention are explained in detail, it is to be understood that the invention is not limited in its application to the details of construction and the arrangement of components set forth in the following description or illustrated in the following drawings. The invention is capable of other embodiments and of being practiced or of being carried out in various ways. Also, it is to be understood that the phraseology and terminology used herein is for the purpose of description and should not be regarded as limiting. The use of including, comprising, or having and variations thereof herein is meant to encompass the items listed thereafter and equivalents thereof as well as additional items. Unless specified or limited otherwise, the terms mounted, connected, supported, and coupled and variations thereof are used broadly and encompass both direct and indirect mountings, connections, supports, and couplings. Further, connected and coupled are not restricted to physical or mechanical connections or couplings.
(7)
(8) As shown in
(9) As shown in
(10) In one embodiment, the inlet adapter 200, the outlet adapter 205, and the drain 195 can each have an internal diameter of at least about two inches to enable sufficient water flow. In general, the high flow design of the DE filter 100 (including the filter cartridges 135) reduces energy costs associated with operating the pump (not shown).
(11) As shown in
(12) As also shown in
(13) As shown in
(14) The cartridge tubes 137, as shown in
(15) In one embodiment, the septum 320 can be constructed of polypropylene and can have pores about 25 microns to about 50 microns in diameter. The polypropylene material can be relatively heavy, for example, about 8 ounces per square foot. The polypropylene can also have a coefficient of friction low enough to enable removal of the DE and contaminants from the septum 320. Water can be applied with low pressure to the septum 320. Because of the low coefficient of friction of the septum 320, the low pressure water can quickly remove substantially the entire quantity of DE and contaminants present on septum 320. In addition, the septum 320 can have a corrugated construction and can have a linear length much greater than a circumference of the filter cartridge 135 (e.g., ten linear feet). The corrugated construction can result in a large amount of filtering area in a minimum amount of space.
(16) The filter cartridge 135 can be manufactured in different sizes (e.g., eighteen, twenty-four, and thirty inch heights). The filter cartridges 135 can be manufactured with multiple filtering areas (e.g., fifteen, twenty, and twenty-five square feet). Using multiple filter cartridges 135 in the DE filter 100 can increase the filtering area (e.g., to sixty, eighty, or one-hundred square inches when using four filter cartridges 135). In other embodiments, less than four filter cartridges 135, such as a single filter cartridge 135, can be used for smaller applications.
(17) A larger filtering area can increase the flow rate of water through the DE filter 100. For example, a DE filter 100 with 60 square feet of filtering area can have a maximum flow rate of about 120 gallons per minute or a turn-over capacity of 86,400 gallons every twelve hours. By contrast, a DE filter 100 with 100 square feet of filtering capacity can have a maximum flow rate of 160 gallons per minute and a turn-over capacity of 115,200 gallons every twelve hours. In addition, a larger filtering area can provide more filtering capacity to extend the time period between filter cleanings.
(18) As shown in
(19) The air bleeder tube 130 can be positioned on the air bleeder receiver 265 of the bottom manifold 140. The air bleeder tube 130 can extend upward to substantially the top of the DE filter 100 and can be supported by the center support 355 of the top manifold 140. During operation, water in the bottom manifold 140 passing by the bottom opening of the bleeder tube 130 can have a Venturi effect on the air bleeder tube 130. The Venturi effect can draw air from the top of the DE filter 100 into the air bleeder tube 130 and force the air out the outlet port 205. During normal operation, substantially no air should be present in the DE filter 100. If substantially no air is present in the DE filter 100, the Venturi effect can draw water from the upper portion of the DE filter 100.
(20) As shown in
(21) As also shown in
(22) As shown in
(23)
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(25) As the DE filter 100 fills with water, air in an upper portion of the DE filter 100 can be forced out the air relief valve 105. Eventually, substantially all of the air in the DE filter 100 can be expelled and water can flow from the air relief valve 105. An operator can determine (at block 515) whether a steady stream of water is exiting the air relief valve 105. If water is not exiting the air relief valve 105, the operator can determine (block 520) whether a period of time that should be sufficient to fill the DE filter 100 has elapsed (e.g., 30 seconds). If the time period has not elapsed, the operator can continue to monitor the air relief valve (at block 515). If the time period has elapsed, the operator can shut the pump down (block 525). If the operator observes (block 515) a steady stream of water exiting the air relief valve 105, the DE filter 100 is substantially filled with water and the operator can close the air relief valve 105 (block 527) (e.g., by turning the air relief valve 105 a quarter turn clockwise).
(26) DE can be added to the DE filter 100 (block 530). In one embodiment, the septum 320 of the filter cartridges 135 can include pores having openings of about 25 microns to about 50 microns in size. In one embodiment, for example to achieve a level of filtering for a swimming pool, the operator can add DE to the septum 320 to reduce the size of the openings to about one micron to about five microns in order to filter out dirt, algae, and some forms of bacteria. In other words, the DE filter according to one embodiment of the invention can filter substantially all contaminants is excess of about one micron to about five microns from any liquid able to pass through a one micron to five micron opening. A sufficient quantity of DE can be added to substantially coat the surface of the septum 320 (e.g., one pound of DE for every ten square feet of septum 320 area). The DE can be added to water to form a thin, milky mixture and can then be introduced into the DE filter 100. The mixture can be drawn into the DE filter 100 through the inlet aperture 200 and distributed by the baffle assembly 160 to coat the septum 320 of the filter cartridges 135.
(27) If this is the first time the DE filter 100 is being run (block 535), the operator can record (block 540) the pressure inside the DE filter 100. If this is not the first time the DE filter 100 is being run (block 535) (i.e., following a backwash), the operator can check (block 545) the pressure to ensure that the pressure in the DE filter 100 is within an operating tolerance (e.g., within four to five pounds per square inch of the recorded pressure). If the pressure is not within the operating tolerance, the operator can turn the pump off (block 525). If the pressure is within the operating tolerance, the DE filter 100 can operate to filter the water in the swimming pool, spa, water feature, etc.
(28) As shown in
(29)
(30) With the lid 110 removed, the filter cartridges 135 are exposed. An operator can decide (block 580) whether to wash the filter cartridges 135 in place or to remove the filter cartridges 135 for washing. Washing in place (block 585) can be accomplished by hosing the filter cartridges 135 down to remove the DE caked on the septum 320, along with any contaminants trapped in the DE. The removed DE and the contaminants can be washed out the drain 195. Removing and washing (blocks 590 and 595) the filter cartridges 135 can be accomplished by removing the top manifold 125, lifting the filter cartridges 135 out of the bottom manifold 140, and washing each filter cartridge 135 individually. The filter cartridges 135 can then be replaced (block 600) by placing the filter cartridges 135 into the bottom manifold 140 and placing the top manifold 125 on the filter cartridges 135.
(31) The bottom tank 170 and the lid 110 can also be washed out (block 605). After the filter cartridges 135, the bottom tank 170, and/or the lid 110 are sufficiently washed out, the lid 110 can be replaced onto the bottom tank 170, the clamp 145 can be reattached, and the drain 195 can be closed (block 610). The DE filter 100 can then be restarted by following the process beginning at block 510 of
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(33) The backwash sprayer 138 can be positioned between the air bleeder tube 130 and the air bleeder receiver 265 as shown in
(34) The backwash sprayer 138 can have any structure capable of generating turbulence in the bottom tank 170. Embodiments of backwash sprayers can include jets on a bottom side of the bottom manifold 140, a plurality of pulsating jets, a plurality of stationary jets, a plurality of rotating jets, a plurality of jets cycling forward and backward, one or more hoses having a free moving outlet positioned in the bottom tank 170, a rotating or stationary circular head having a plurality of jets, and one or more rotating arms having one or more jets.
(35) In some embodiments, a backwash brush or scraper can be positioned in the bottom tank and can have jets to rotate the backwash brush or scraper during a backwash.
(36) In some embodiments, a backwash sprayer can be coupled to the outlet pipe 165. In other embodiments, a backwash sprayer can be coupled to the bottom manifold 140. Some embodiments can include more than one backwash sprayer and/or can include a plurality of backwash sprayers coupled to the outlet pipe 165, the bottom manifold 140, and/or the air bleeder tube 130.
(37) Various features and advantages of the invention are set forth in the following claims.