US4460471A — Flow-control process for an oxidation ditch

Claim 1

Independent Claim 399 words

In an activated sludge process for aerobically treating a continuous stream of wastewater by continuously admixing said stream with a quantity of circulating mixed liquor which: (a) contains a biomass including heterotrophic aerobic, heterotrophic facultative, and autotrophic microorganisms which exist at least partially as a bacterial floc and for which said wastewater is a food source at a food-to-microorganism ratio by weight varying over a range of 0.01 to 2.5, (b) flows translationally within the endless channel, having sides and a bottom, of an oxidation ditch at a circulation velocity that is sufficient to maintain said floc in a state of suspension therewithin without interruption by a clarification zone within said channel so that said admixing occurs once per circuit-flow cycle of said oxidation ditch, (c) is diminished by a portion thereof being continously discharged to a settling means for separating clarified liquor from settled sludge, and (d) is increased by at least a part of said settled sludge being continuously returned to said channel, the improvement comprising the following steps: A. dividing said mixed liquor and said channel into upstream liquor within an intake channel and downstream liquor within discharge channel; B. pumping all of said upstream liquor downwardly and from said intake channel to said discharge channel; C. introducing compressed air to said all of said upstream liquor being pumped in Step B; and D. regulating said pumping and independently regulating said introducing of compressed air in order to: (1) form a liquor-air mixture of said all of said upstream liquor being pumped and of said compressed air being independently introduced and generate a pressure upon said mixure, for a selected distance, that is greater than the hydraulic pressure at said bottom, (2) transfer oxygen from said liquor-air mixture to said all of said upstream liquor to form an aerated mixed liquor as said downstream liquor, (3) completely prevent backmixing of said aerated mixed liquor to said intake channel, and (4) increase the log mean driving force across the intake and discharge ends of said discharge duct, thereby decreasing the energy required for dissolving a given quantity of oxygen in said mixed liquor and increasing the oxygen transfer efficiency while providing said repetitive aerobic treatment to said all of said mixed liquor within said endless channel and translationally circulating said mixed liquor at said sufficient circulation velocity to maintain said bacterial floc in said state of suspension.

Claim 2

Dependent Claim 399 words

In an activated sludge process for aerobically treating a continuous stream of wastewater by continuously admixing said stream with a quantity of circulating mixed liquor which: (a) contains a biomass including heterotrophic aerobic, heterotrophic facultative, and autotrophic microorganisms which exist at least partially as a bacterial floc and for which said wastewater is a food source at a food-to-microorganism ratio by weight varying over a range of 0.01 to 2.5, (b) flows translationally within the endless channel, having sides and a bottom, of an oxidation ditch at a circulation velocity that is sufficient to maintain said floc in a state of suspension therewithin without interruption by a clarification zone within said channel so that said admixing occurs once per circuit-flow cycle of said oxidation ditch, (c) is diminished by a portion thereof being continously discharged to a settling means for separating clarified liquor from settled sludge, and (d) is increased by at least a part of said settled sludge being continuously returned to said channel, the improvement comprising the following steps: A. dividing said mixed liquor and said channel into upstream liquor within an intake channel and downstream liquor within discharge channel; B. pumping all of said upstream liquor downwardly and from said intake channel to said discharge channel; C. introducing compressed air to said all of said upstream liquor being pumped in Step B; and D. regulating said pumping and independently regulating said introducing of compressed air in order to: (1) form a liquor-air mixture of said all of said upstream liquor being pumped and of said compressed air being independently introduced and generate a pressure upon said mixure, for a selected distance, that is greater than the hydraulic pressure at said bottom, (2) transfer oxygen from said liquor-air mixture to said all of said upstream liquor to form an aerated mixed liquor as said downstream liquor, (3) completely prevent backmixing of said aerated mixed liquor to said intake channel, and (4) increase the log mean driving force across the intake and discharge ends of said discharge duct, thereby decreasing the energy required for dissolving a given quantity of oxygen in said mixed liquor and increasing the oxygen transfer efficiency while providing said repetitive aerobic treatment to said all of said mixed liquor within said endless channel and translationally circulating said mixed liquor at said sufficient circulation velocity to maintain said bacterial floc in said state of suspension.

Claim 3

Dependent Claim 44 words

The improved activated sludge process of claim 1 wherein said food-to-microorganism ratio varies over the range of 0.01 to 0.2 and said mixed liquor has at least 3,000 mg/l of mixed liquor suspended solids, whereby said oxidation ditch operates as an extended aeration system.

Claim 4

Dependent Claim 33 words

The improved activated sludge process of claim 2 wherein said pumping forces said liquor-air mixture to flow downwardly and then toward said discharge channel, whereby a maximum depth is provided for said pumping.

Claim 5

Dependent Claim 31 words

The improved activated sludge process of claim 3 wherein said introducing of compressed air occurs at a greater depth than said pumping and creates dispersed air bubbles in said liquor-air mixture.

Claim 6

Dependent Claim 30 words

The improved activated sludge process of claim 4 wherein said introducing of compressed air firstly occurs immediately beneath said pumping and secondly occurs downstream thereof at approximately said maximum depth.

Claim 7

Dependent Claim 40 words

The improved activated sludge process of claim 5 wherein by varying the proportion of said firstly occuring introducing of said compressed air and said secondly occuring introducing of said compressed air said velocity is varied by at least 50 percent.

Claim 8

Dependent Claim 51 words

The improved activated sludge process of claim 6 wherein said oxidation ditch is selectively operable: A. to provide aerobic and anoxic zones within said channel for combined nitrification and denitrification of said wastewater; and B. to vary the lengths of said aerobic and anoxic zones in accordance with seasonal temperature changes.

Claim 9

Dependent Claim 140 words

The improved activated sludge process of claim 7 wherein said pumping is performed independently to create at least two independently flowing streams and wherein said oxidation ditch is selectively operable by varying: (a) the flows of said streams singly or in parallel, (b) the flow rates of said streams, (c) the total amount of said compressed air, and (d) the proportion of said compressed air between said first introducing of compressed air and said second introducing of compressed air, whereby: (1) said velocity is variable over a range of from 0.5 ft/sec. to at least 3.0 ft/sec. while maintaining a selected dissolved-oxygen content in said stream, or (2) said dissolved-oxygen output is variable while maintaining a selected velocity, or (3) both said velocity and said dissolved-oxygen output are variable in any desired combination while said flow rates are maintained constant.

Claim 10

Dependent Claim 125 words

The improved activated sludge process of claim 8 wherein said continuous stream of wastewater is delivered to said channel within said anoxic zone and upstream of said intake channel in order to enable certain of said microorganisms, that are present in said anoxic zone and use nitrate oxygen as their oxygen source and hydrogen sulfide as their energy source, to maximize denitrification and to minimize consumption of free dissolved oxygen for chemical and biological oxidation of said hydrogen sulfide, thereby enabling said free dissolved oxygen to be used to a maximum extent for biological BOD removal and nitrifications, by utilizing nitrate oxygen that is available in said circulating mixed liquor for oxidation of said hydrogen sulfide that is present in said continuous stream of wastewater.

Claim 11

Dependent Claim 26 words

The improved activated sludge process of claim 9 wherein said anoxic zone is at an anoxic level of about 0.1 mg/l or less of dissolved oxygen.

Claim 12

Dependent Claim 34 words

The improved activated sludge process of claim 1 wherein said returned part of said settled sludge is mixed with said all of said upstream liquor being pumped from said intake channel in Step B.

Claim 13

Dependent Claim 29 words

The improved activated sludge process of claim 1 wherein at least a portion of said liquor-air mixture is at a greater depth than the depth of said discharge channel.

Claim 14

Dependent Claim 50 words

The improved activated sludge process of claim 12 wherein said liquor-air mixture is maintained at said greater depth for a sufficient distance that substantially all of said repetitive aerobic treatment occurs under a selected hydraulic pressure that is greater than the pressure corresponding to said depth of said discharge channel.

Claim 15

Dependent Claim 24 words

The improved activated sludge process of claim 1 wherein said pumping said bacterial floc creates sufficient shear force that is sheared into smaller particles.

Claim 16

Dependent Claim 250 words

An activated sludge process for aerobically treating wastewater being fed into a volume of mixed liquor which is flowing continuously and translationally at a selected velocity through an endless channel of substantially uniform cross-section, without interruption by a pond, said treating comprising the following steps: A. dividing said mixed liquor into upstream liquor within an intake channel and downstream liquor within a discharge channel; B. continuously pumping all of said upstream liquor downwardly from said intake channel and generating pressures upon said upstream liquor that are greater than the hydraulic pressure at the bottom of said endless channel; C. aerating said pumped liquor by introducing an oxygen-containing gas, independently of said pumping, into said all of said upstream liquor during said pumping to form a liquor-gas mixture which is subject to said generated pressures; D. discharging said liquor-gas mixture into said discharge channel, whereby said downstream liquor is aerated mixed liquor and said flowing mixed liquor is in plug-type flow; and E. preventing backmixing of said aerated mixed liquor to said intake channel; wherein said velocity of said translationally flowing mixed liquor is controllable and said aerating is independently controllable so that the dissolved-oxygen content of said aerated mixed liquor can also be varied, independently of said velocity, and wherein said endless channel contains an aerobic zone and an anoxic zone therewithin and said variable controllability of said velocity and said independently variable controllability of said aerating provide a means for controlling the lengths of said aerobic and anoxic zones.

Claim 17

Dependent Claim 250 words

An activated sludge process for aerobically treating wastewater being fed into a volume of mixed liquor which is flowing continuously and translationally at a selected velocity through an endless channel of substantially uniform cross-section, without interruption by a pond, said treating comprising the following steps: A. dividing said mixed liquor into upstream liquor within an intake channel and downstream liquor within a discharge channel; B. continuously pumping all of said upstream liquor downwardly from said intake channel and generating pressures upon said upstream liquor that are greater than the hydraulic pressure at the bottom of said endless channel; C. aerating said pumped liquor by introducing an oxygen-containing gas, independently of said pumping, into said all of said upstream liquor during said pumping to form a liquor-gas mixture which is subject to said generated pressures; D. discharging said liquor-gas mixture into said discharge channel, whereby said downstream liquor is aerated mixed liquor and said flowing mixed liquor is in plug-type flow; and E. preventing backmixing of said aerated mixed liquor to said intake channel; wherein said velocity of said translationally flowing mixed liquor is controllable and said aerating is independently controllable so that the dissolved-oxygen content of said aerated mixed liquor can also be varied, independently of said velocity, and wherein said endless channel contains an aerobic zone and an anoxic zone therewithin and said variable controllability of said velocity and said independently variable controllability of said aerating provide a means for controlling the lengths of said aerobic and anoxic zones.

Claim 18

Dependent Claim 393 words

A wastewater treatment process for operating an oxidation ditch, having an endless channel which contains translationally flowing mixed liquor throughout its length and has a bottom, to provide repetitive aerobic treatment to a continuous incoming stream of wastewater by the activated sludge process, said wastewater treatment process being characterized by the following steps, once each cycle of said mixed liquor flowing translationally through said endless channel: A. providing a barrier means, disposed within said channel, for stopping said translationally flowing mixed liquor and for creating upstream liquor within an intake channel and downstream liquor within a discharge channel; B. providing a discharge duct which passes beneath said barrier means and comprises an intake end and a discharge end connected to said discharge channel, whereby all of said upstream liquor flows through said discharge duct to said discharge channel; C. providing an aeration means, comprising an air sparge means, for introducing compressed air to said all of said upstream liquor passing through said discharge duct; D. providing a pump means for pumping all of said upstream liquor through said discharge duct from said intake channel to said discharge channel, said pump means being an axial-flow pump, comprising a downflow impeller and downdraft tube surrounding said impeller and said air sparge means, said downdraft tube being connected to said intake end of said discharge duct and to said intake channel, whereby flow of said intake liquor past said air sparge means produces air bubbles beneath said impeller and forms a liquor-air mixture; and E. operating said pump means and said aeration means in order to: (1) continuously force all of said liquor-air mixture through said discharge duct, while generating a pressure upon said mixture that is greater than the hydraulic pressure at said bottom, (2) transfer oxygen from said bubbles within said liquor-air mixture to said all of said mixed liquor to from an aerated mixed liquor, having a selected content of dissolved oxygen, as said downstream liquor, said selected content diminishing, while said aerated mixed liquor is flowing translationally through said endless channel, within an aerobic zone defined by a dissolved oxygen content grater than 0.1 mg/l, and (3) vary selectively said content of dissolved oxygen within said aerated mixed liquor at a substantially constant selected flow rate of said translationally flowing mixed liquor, whereby the length of said aerobic zone is selectively controlled.

Claim 19

Dependent Claim 393 words

A wastewater treatment process for operating an oxidation ditch, having an endless channel which contains translationally flowing mixed liquor throughout its length and has a bottom, to provide repetitive aerobic treatment to a continuous incoming stream of wastewater by the activated sludge process, said wastewater treatment process being characterized by the following steps, once each cycle of said mixed liquor flowing translationally through said endless channel: A. providing a barrier means, disposed within said channel, for stopping said translationally flowing mixed liquor and for creating upstream liquor within an intake channel and downstream liquor within a discharge channel; B. providing a discharge duct which passes beneath said barrier means and comprises an intake end and a discharge end connected to said discharge channel, whereby all of said upstream liquor flows through said discharge duct to said discharge channel; C. providing an aeration means, comprising an air sparge means, for introducing compressed air to said all of said upstream liquor passing through said discharge duct; D. providing a pump means for pumping all of said upstream liquor through said discharge duct from said intake channel to said discharge channel, said pump means being an axial-flow pump, comprising a downflow impeller and downdraft tube surrounding said impeller and said air sparge means, said downdraft tube being connected to said intake end of said discharge duct and to said intake channel, whereby flow of said intake liquor past said air sparge means produces air bubbles beneath said impeller and forms a liquor-air mixture; and E. operating said pump means and said aeration means in order to: (1) continuously force all of said liquor-air mixture through said discharge duct, while generating a pressure upon said mixture that is greater than the hydraulic pressure at said bottom, (2) transfer oxygen from said bubbles within said liquor-air mixture to said all of said mixed liquor to from an aerated mixed liquor, having a selected content of dissolved oxygen, as said downstream liquor, said selected content diminishing, while said aerated mixed liquor is flowing translationally through said endless channel, within an aerobic zone defined by a dissolved oxygen content grater than 0.1 mg/l, and (3) vary selectively said content of dissolved oxygen within said aerated mixed liquor at a substantially constant selected flow rate of said translationally flowing mixed liquor, whereby the length of said aerobic zone is selectively controlled.

Annuity Stage	Window Opens	Payment Deadline	Surcharge Period Until	Estimated Fee	Status
3.5 Years (Year 4)	1987-07-17	1988-01-16	1988-07-17	$2000.00	Window Closed / Lapsed
7.5 Years (Year 8)	1991-07-17	1992-01-16	1992-07-17	$3760.00	Window Closed / Lapsed
11.5 Years (Year 12)	1995-07-17	1996-01-16	1996-07-17	$7700.00	Window Closed / Lapsed

Flow-control process for an oxidation ditch

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