# US 7,744,759 B1 · Maintaining wastewater-treatment sand filters > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 7,744,759 B1 - Document ID: US7744759B1 - Status: Granted - Kind: B1 - Application number: 12/511,612 - Filed: 2009-07-29 - Published: 2010-06-10 - Granted: 2010-06-29 - Earliest claimed: 2003-12-29 - Inventors: David A. Potts - Web page: https://patentgrep.com/patent/US7744759B1 ## CPC - C02F 1/001: {Processes for the treatment of water whereby the filtration technique is of importance (C02F1/44 takes precedence; construction of filters in general B01D24/00 - B01D41/00)} - C02F 1/004: {using large scale industrial sized filters} - C02F 2101/30: Organic compounds - C02F 2303/16: Regeneration of sorbents, filters - C02F: TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE (separation in general B01D; special arrangements on waterborne vessels of installations for treating water, waste water or sewage, e.g. for producing fresh water, B63J; adding materials to water to prevent corrosion C23F; treating radioactively-contaminated liquids G21F9/04; regeneration of reactants for recirculation into processes, see the relevant places for the processes) ## Abstract A downflow sand filter used for treating wastewater which has degraded in function from its original design is at least in part rejuvenated by flowing air downwardly through the bed during time when flow of wastewater is ceased. The low velocity air flow helps dewater the bed and leads to the removal of accumulated organic material which has clogged the pores of the bed. In accord with different embodiments, air flow is alternated with water flow in particular ways, for instance, so the water flow is sufficient to create ponding or is sufficient to maintain moisture content within the bed. ## Claims ### Claim 1 In the method of rejuvenating or maintaining the operation of a downflow sand filter used for processing wastewater, wherein water delivered to the top of a sand bed flows by gravity through the bed, the improvement which comprises: (a) ceasing the flow of wastewater, where wastewater is the water of a community after the water has been used but prior to being treated and generally prior to the formation of biosludge in the wastewater, onto the top of the bed; (b) flowing air downwardly through the bed, while the wastewater flow is ceased, to thereby at least in part dewater the bed and to introduce air into the pore spaces of the bed; and (c) resuming the flow of wastewater. ### Claim 2 (depends on 1) The method of claim 1 bed wherein air is flowed through the bed by applying higher than atmospheric pressure to the top of the bed. ### Claim 3 (depends on 2) The method of claim 2 wherein the water is delivered to the top of the sand bed by means of an inlet pipe, further comprising: preventing the flow of pressurized air up inlet line in the direction opposite to the direction in which wastewater flows. ### Claim 4 (depends on 2) The method of claim 2 wherein the filter is of a type which has an open top, further comprising: placing a cover on top of the bed to create a space above the bed which can be pressurized with air. ### Claim 5 (depends on 1) The method of claim 1 wherein air is flowed through the bed by applying sub-atmospheric pressure to the bottom side of the bed. ### Claim 6 (depends on 5) The method of claim 5 wherein sand filter has an underdrain beneath the bed wherein the sub-atmospheric pressure is applied by connecting an air mover to the underdrain. ### Claim 7 (depends on 6) The method of claim 6 further comprising: preventing flow of fluid up the drain line from its discharge location during step (b). ### Claim 8 (depends on 1) The method of claim 1 wherein the air flow is in the range of 2-30 standard cubic feet per hour per square foot of bed cross section surface area. ### Claim 9 (depends on 1) The method of claim 1 wherein the volume of air flowed during step (b) is 5 to 125 times the volume of pore space within the medium of the bed. ### Claim 10 (depends on 1) The method of claim 1 which further comprises: periodically introducing water sufficient to prevent the bed from drying out due to the effects of air flow, so that microbiological activity is maintained. ### Claim 11 (depends on 10) The method of claim 10 wherein during step (b) the volumetric moisture content of the pores of the bed is maintained at 8% or more. ### Claim 12 (depends on 1) The method of claim 1 wherein steps (a), (b) and (c) are serially repeated a multiplicity of times. ### Claim 13 (depends on 1) The method of claim 1 wherein step (b) is divided into two portions, a first portion wherein air is flowed, and a second portion where the bed is allowed to remain quiescent for at least 30 minutes. ### Claim 14 (depends on 1) The method of claim 1 which further comprises carrying out the following steps between steps (b) and (c): (i) applying wastewater at a rate sufficient to create a pond on the top of the filter bed; (ii) ceasing the flow of wastewater; (iii) waiting for the pond to dissipate; then, (iv) resuming the flow of air for a period of time; then, (v) ceasing the flow of air; and then, (vi) resuming flow of wastewater. ### Claim 15 (depends on 14) The method of claim 14 wherein step (iii) is omitted and the step (iv) air flow is resumed while ponded water is still present on the surface of the bed. ### Claim 16 (depends on 1) The method of claim 1, where in step (b), the flowing of air is done for a period of time, and the flowing of air is ceased for a period of time. ### Claim 17 (depends on 1) The method of claim 1, where in step (c), air is flowing during the resuming the flow of wastewater. ### Claim 18 In the method of rejuvenating or maintaining the operation of a downflow sand filter used for processing wastewater, wherein wastewater delivered to the top of a sand bed flows by gravity through the bed, the improvement which comprises: (a) flowing air downwardly through the bed; (b) ceasing the flow of wastewater onto the top of the bed for a period of time, while continuing the flow of air, to thereby enable the air to at least in part dewater the bed and to enable air to be introduced into the pore spaces of the bed, where wastewater is the water of a community after the water has been used but prior to being treated and generally prior to the formation of biosludge in the wastewater; and (c) resuming the flow of wastewater with or without continuing the flow of air.