Wastewater cleaning system and process

Patent metadata

Field	Value
Publication number	US-11453602-B2
Application number	US-201816630742-A
Country	US
Kind code	B2
Filing date	Jul 10, 2018
Priority date	Jul 13, 2017
Publication date	Sep 27, 2022
Grant date	Sep 27, 2022

Abstract

Systems and method for treating wastewater including a vessel having an inlet and an outlet, a pump in fluid communication with the outlet of the vessel, the pump configured to pump wastewater out of the vessel, a separator in fluid communication with the pump, the separator configured to separate grit from the wastewater, the separator having a first outlet for discharging a grit stream and a second outlet for discharging a wastewater stream, a grit washing system in fluid communication with a source of washing fluid and the first outlet of the separator, the grit washing system configured to wash and dewater grit from the grit stream, the grit washing system having an outlet for discharging a wash wastewater stream, and a return conduit configured to recycle the wastewater stream discharged from the separator to one of the inlet of the vessel and an inlet to the pump.

First claim

What is claimed is:

1. A wastewater treatment system comprising:
a vessel having an inlet and an outlet;
a pump in fluid communication with the outlet of the vessel, the pump configured to pump wastewater out of the vessel;
a hydraulic mixing system configured to impart a motive force on wastewater contained in the vessel, the hydraulic mixing system including nozzles disposed within the vessel and configured to generate plumes of wastewater that sweep a bottom of the vessel and create a rotating toroidal flow pattern of the wastewater within the vessel;
a separator in fluid communication with the pump, the separator configured to separate grit from the wastewater, the separator having a first outlet for discharging a grit stream and a second outlet for discharging a wastewater stream;
a grit washing system in fluid communication with a source of washing fluid and the first outlet of the separator, the grit washing system configured to wash and dewater grit from the grit stream, the grit washing system having an outlet for discharging a wash wastewater stream;
a return conduit configured to recycle the wastewater stream discharged from the separator to one of the inlet of the vessel and an inlet to the pump; and
a controller configured to control the pump to remove the wastewater from the vessel for a predetermined length of time, the predetermined length of time based at least in part on an accumulation rate of the grit in the vessel.

2. The wastewater treatment system of claim 1 , wherein the return conduit is a first return conduit and the system further comprises a second return conduit configured to recycle the wash wastewater stream from the grit washing system to the inlet of the vessel.

3. The wastewater treatment system of claim 1 , further comprising one or more of a dilution water supply and a chemical cleaning system in fluid communication with the wastewater pumped out of the vessel by the pump.

4. The wastewater treatment system of claim 1 , wherein the wastewater stream discharged from the separator has a volatile suspended solids (VSS) concentration of at least 30%.

5. The wastewater treatment system of claim 1 , wherein the pump is fluidly connectable to an internal volume of the vessel via a supply conduit and a return conduit, the supply conduit fluidly connectable to a discharge side of the pump and the return conduit fluidly connectable to a suction side of the pump.

6. The wastewater treatment system of claim 5 , wherein the return conduit is configured to recycle the wastewater stream discharged from the separator to the inlet of the pump.

7. The wastewater treatment system of claim 5 , wherein the controller is further configured to control the pump such that the pump continuously pumps wastewater out of the vessel for the predetermined length of time.

8. The wastewater treatment system of claim 7 , further comprising a flow meter in communication with the controller and configured to measure a flow rate of wastewater pumped out of the vessel, the controller configured to calculate the predetermined length of time based at least in part on the measured flow rate.

9. The wastewater treatment system of claim 1 , further comprising a sensor configured to measure at least one property of wastewater contained in the vessel, the controller in communication with the sensor and the pump and configured to control the pump based on the at least one measured property.

10. The wastewater treatment system of claim 1 , wherein the vessel is configured to perform at least one of digestion, blending, and holding.

11. The wastewater treatment system of claim 1 , wherein the separator is configured as a cyclone separator.

12. A method for treating wastewater containing grit, the method comprising:
removing the wastewater containing grit from a vessel for a predetermined length of time based at least in part on an accumulation rate of grit in the vessel;
separating the grit from the wastewater containing grit to form a grit stream and a wastewater stream;
washing and dewatering the grit stream to form a grit material and a wash wastewater stream; and
recycling the wastewater stream to one of an inlet of the vessel and to the wastewater containing grit removed from the vessel.

13. The method of claim 12 , wherein removing the wastewater from the vessel includes:
recycling a first portion of the wastewater containing grit to the vessel without separating grit from the wastewater;
separating the grit from a second portion of the wastewater containing grit to form the grit stream and the wastewater stream; and
introducing the first portion of the wastewater containing grit into a recirculation loop fluidly connected between an outlet of the vessel and an inlet of the vessel.

14. The method of claim 13 , wherein the first portion of the wastewater containing grit is introduced into the recirculation loop for a predetermined length of time.

15. The method of claim 14 , further comprising:
measuring a flow rate of the first portion of the wastewater containing grit in the recirculation loop; and
calculating the predetermined length of time based at least in part on the measured flow rate.

16. The method of claim 13 , further comprising diluting the second portion of the wastewater containing grit removed from the vessel prior to separating the grit from the second portion of the wastewater containing grit.

17. The method of claim 13 , wherein separating the grit from the second portion of the wastewater containing grit comprises passing the second portion of the wastewater containing grit through a cyclone separator.

18. The method of claim 12 , wherein the wastewater containing grit is removed from the vessel for a predetermined length of time per day.

19. The wastewater treatment system of claim 1 , further comprising conduits configured to direct a first portion of the wastewater from the pump to the separator and to direct a second portion of the wastewater from the pump back into the vessel without first passing through the separator.

Assignees

• Evoqua Water Tech Llc

Inventors

• Bronk Matthew
• Erdogan Argun Olcayto
• Antonneau Nathan

Classifications

• C02F11/14

  with addition of chemical agents · CPC title

• C02F2209/006

  comprising a software program or a logic diagram · CPC title

• C02F2209/22

  O2 · CPC title

• C02F1/38 Primary

  by centrifugal separation · CPC title

• C02F2209/003

  Downstream control, i.e. outlet monitoring, e.g. to check the treating agents, such as halogens or ozone, leaving the process · CPC title