Claims Analysis
Total Claims: 15
Claim 1
Independent Claim
267 words
In a biological waste water treatment process, a method for removing organic matter, phosphorus and nitrogen from influent waste water comprising the steps of: (a) introducing influent waste water to an upstream-most one of an anaerobic reactor in an anaerobic zone which includes multiple serially fluid-connected one of said anaerobic reactors; (b) introducing effluent from a downstream-most one of said anaerobic reactors in said anaerobic zone to an upstream-most one of an anoxic reactor which is serially fluid-connected to other downstream anoxic reactors; (c) introducing the effluent from a downstream-most one of said anoxic rectors in said anoxic zone to a downstream aerobic zone which includes multiple serially fluid-connected aerobic reactors in which dissolved oxygen is brought into contact with said anoxic zone effluent to produce a nitrified mixed liquor and wherein an upstream one of said anoxic reactors has a hydraulic residence time which is substantially equal to the hydraulic residence time of another downstream one of said anoxic reactors; (d) separating the effluent from said aerobic zone into a layer of activated sludge and a clarified supernatant having reduced levels of nitrogen and phosphorus; (e) recycling a portion of said activated sludge to the process stream entering said upstream-most one of said anoxic reactors in said anoxic zone; (f) removing a portion of said activated sludge as waste; (g) recycling to said upstream-most one of said anaerobic reactors a portion of said anoxic zone effluent from at least said downstream-most one of said anoxic reactors; and (h) recycling to said upstream-most one of said anoxic reactors said nitrified mixed liquor produced in said aerobic zone.
Claim 2
Dependent Claim
267 words
In a biological waste water treatment process, a method for removing organic matter, phosphorus and nitrogen from influent waste water comprising the steps of: (a) introducing influent waste water to an upstream-most one of an anaerobic reactor in an anaerobic zone which includes multiple serially fluid-connected one of said anaerobic reactors; (b) introducing effluent from a downstream-most one of said anaerobic reactors in said anaerobic zone to an upstream-most one of an anoxic reactor which is serially fluid-connected to other downstream anoxic reactors; (c) introducing the effluent from a downstream-most one of said anoxic rectors in said anoxic zone to a downstream aerobic zone which includes multiple serially fluid-connected aerobic reactors in which dissolved oxygen is brought into contact with said anoxic zone effluent to produce a nitrified mixed liquor and wherein an upstream one of said anoxic reactors has a hydraulic residence time which is substantially equal to the hydraulic residence time of another downstream one of said anoxic reactors; (d) separating the effluent from said aerobic zone into a layer of activated sludge and a clarified supernatant having reduced levels of nitrogen and phosphorus; (e) recycling a portion of said activated sludge to the process stream entering said upstream-most one of said anoxic reactors in said anoxic zone; (f) removing a portion of said activated sludge as waste; (g) recycling to said upstream-most one of said anaerobic reactors a portion of said anoxic zone effluent from at least said downstream-most one of said anoxic reactors; and (h) recycling to said upstream-most one of said anoxic reactors said nitrified mixed liquor produced in said aerobic zone.
Claim 3
Dependent Claim
39 words
A process according to claim 1, wherein said effluent from said downstream-most one of said anoxic reactors in said anoxic zone is introduced into said upstream-most aerobic reactor and thereafter into each of said serially fluid-connected downstream aerobic reactors.
Claim 4
Dependent Claim
36 words
A process according to claim 1, wherein the time required to complete steps (a), (b), (c) and (d) define a mean cell residence time of about six days for process temperatures of 20° C. or higher.
Claim 5
Dependent Claim
37 words
A process according to claim 1, wherein the time required to complete steps (a), (b), (c) and (d) define a mean cell residence time of about 12 days for process temperatures of between 10° and 20° C.
Claim 6
Dependent Claim
33 words
A process according to claim 1 further comprising the step of substantially denitrifying the liquor in said anoxic zone to reduce the recycle of nitrate from said anoxic zone to said anaerobic zone.
Claim 7
Dependent Claim
30 words
A process according to claim 1 wherein said aerobic zone accumulates quantities of phosphorus in excess of that required for cell growth and reproduction of microorganisms in said waste water;
Claim 8
Dependent Claim
18 words
A process according to claim 1, wherein said anoxic zone denitrifies said waste water thereby releasing nitrogen gas;
Claim 9
Dependent Claim
24 words
A process according to claim 1, wherein said step (a) further comprises the step of maintaining biological solids in suspension in said anaerobic zone.
Claim 10
Dependent Claim
36 words
A process according to claim 1, wherein the flow rate of said recycled portion of said anoxic zone effluent in step (g) is about 0.5 to 2.0 times the flow rate of said influent waste water.
Claim 11
Dependent Claim
21 words
A process according to claim 1, wherein the hydraulic residence time for step anoxic zone is about 0.5 to 2.0 hours.
Claim 12
Dependent Claim
36 words
A process according to claim 1, wherein the flow rate of said recycling activated sludge in step (e) to said anoxic zone is about 0.5 to 2.0 times the flow rate of said influent waste water.
Claim 13
Dependent Claim
34 words
A process according to claim 1, wherein the flow rate of said recycled nitrified mixed liquor from said aerobic zone is less than about four times the flow rate of said influent waste water.
Claim 14
Dependent Claim
21 words
A process according to claim 1, wherein the concentration of dissolved oxygen in said aerobic zone is at least 0.5 mg/l.
Claim 15
Dependent Claim
21 words
A process according to claim 1, wherein the hydraulic residence time for said anaerobic zone is about 0.5 to 2.0 hours.