IP Library Granted Patent US 11,261,595
Granted Patent B2
US 11,261,595 · App. 16/505,275 · Granted Mar 1, 2022

Hydrodynamic separator for stormwater treatment

Inventor: Zachariha J. Kent (Fair Oaks Ranch, TX)
Assignee: Bio Clean Environmental Services, Inc.
E03F5/14B01D17/0211B01D21/0003B01D21/0006B01D21/0012B01D21/0024B01D21/0039B01D21/0042B01D21/0087B01D21/245B01D21/2405B01D21/2433B01D21/2444B01D2221/12
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Quick Facts
Patent No.
US 11,261,595
App. No.
16/505,275
Granted
Mar 1, 2022
Kind
B2
Abstract

A method, system, and apparatus directed to an innovative approach for the treatment of stormwater utilizing hydrodynamic separator assembly designed to maximize flow movement for more efficient sediment removal and maximize clearance space within assembly to facilitate cleaning and increase storage capacity of trash, debris, and sediment.

Claims (57)

1. A hydrodynamic separator assembly configured for installation within a stormwater drainage infrastructure, wherein the hydrodynamic separator has substantially circular walls with a top, with one or more access openings, a bottom, at least one inlet opening and at least one outlet opening, and a sump chamber;

wherein said hydrodynamic separator, contains three flow weirs each serving a specific function including a flow splitter, an oil-floatables skimmer, and an outlet weir;

wherein said flow splitter is attached to a wall of said hydrodynamic separator, such that water entering via the inlet pipe encounters the said flow splitter and water flow is split outward along the walls of the hydrodynamic separator,

wherein directed water travels along said walls toward the oil-floatables skimmer and said directed water is directed toward the center of the hydrodynamic separator and then back toward the flow splitter and continues in two circular motions,

wherein water must flow towards an oil-floatables skimmer bottom, said oil-floatables skimmer with bottom positioned below the invert of the outlet pipe and top is positioned above the invert of the outlet pipe so that all water must pass under the oil-floatables skimmer bottom and in doing so trap floatables,

wherein said water that travels under said oil-floatables skimmer, must travel back upward and pass over the outlet weir to make it to the outlet opening, said outlet weir with horizontal shelf and wall is adjacent to said wall of hydrodynamic separator via mounts, and positioned so that the wall of the outlet weir is disposed across the outlet opening so that water must pass over the said weir wall.

2. The hydrodynamic separator assembly of claim 1 , where the interior of the sump chamber is minimally obstructed by internal components and having an open area of greater than 65% the total horizontal area of the structure for the ease of cleaning.

3. The hydrodynamic separator assembly of claim 1 , wherein the oil-floatables skimmer contains side mounts for removable mounting of the oil-floatables skimmer across the entire breadth of the sump chamber;

wherein the oil-floatables skimmer is mounted below the hydrodynamic separator top opening and with the mount beginning above installed inlet and outlet pipe inverts, extending below the bottoms of and outlet weir shelves;

wherein the top height of the oil-floatables skimmer is above the hydraulic grade line.

4. The hydrodynamic separator assembly of claim 1 , wherein the outlet weir is configured to provide an elongated horizontal plane diversion for treated stormwater to flow over the top;

wherein the outlet weir is comprised of a wall with two side mounts, where the side mounts extend the length of the wall; wherein the wall and side mounts connect seamlessly to a curved weir shelf; wherein said curved weir shelf has one or more outlet weir orifice control holes;

wherein the outlet weir assembly of wall, side mounts, shelf, and orifice control holes are affixed to a curved bottom mount configured to be flush with the invert curve of the inside of the sump chamber below the bottom of an outlet pipe.

5. The hydrodynamic separator assembly of claim 1 , wherein casing of the assembly is selected from the group consisting of: metal, plastic, concrete, fiberglass, composite, and a combination thereof.

6. The hydrodynamic separator assembly of claim 1 , wherein the flow weirs are selected from a group consisting of: non-corrosive materials including: metal, plastic, concrete, fiberglass, composite, and a combination thereof.

7. The hydrodynamic separator assembly of claim 1 , wherein the inlet and outlet pipes are selected from a group consisting of: metal, plastic, concrete, clay, or a combination thereof.

8. The hydrodynamic separator assembly of claim 1 , wherein the overall size of the system has a diameter of 2 feet to 100 feet.

9. The hydrodynamic separator assembly of claim 1 , wherein the inlet and outlet pipes have a diameter of 2 inches to 30 feet.

10. The hydrodynamic separator assembly of claim 1 , wherein the oil-floatables skimmer has a thickness of 0.1 inches to 3 feet.

11. The hydrodynamic separator assembly of claim 1 , wherein the flow weirs are selected from a group consisting of: flow splitters, oil-floatables skimmer, and outlet weirs and a combination thereof.

12. A hydrodynamic separator assembly configured for installation within a stormwater drainage infrastructure, wherein the hydrodynamic separator has substantially circular walls with a top, with one or more access openings, a bottom, at least one inlet opening and at least one outlet opening, and a sump chamber;

wherein said hydrodynamic separator, contains two flow weirs each serving a specific function including an oil-floatables skimmer and an outlet weir;

wherein water entering via the inlet pipe is directed into the sump chamber of the hydrodynamic separator and is dispersed,

wherein dispersed water travels toward the oil-floatables skimmer,

wherein water must flow downward towards an oil-floatables skimmer, said oil-floatables skimmer with bottom is positioned below the invert of the outlet pipe and top is positioned above the invert of the outlet pipe so that all water must pass under the oil-floatables skimmer bottom and in doing so trap floatables, said oil-floatables skimmer sides make contact with walls of said hydrodynamic separator,

wherein said water that travels under said oil-floatables skimmer, must travel back upward and pass over the outlet weir to make it to the outlet opening, said outlet weir with horizontal shelf and vertical wall is adjacent to said wall of hydrodynamic separator, and positioned so that the wall of the outlet weir is disposed across the outlet opening so that water must pass over the said weir wall.

13. The hydrodynamic separator assembly of claim 12 , where the interior of the sump chamber is minimally obstructed by internal components and having an open area of greater than 65% the total horizontal area of the structure for the ease of cleaning.

14. The hydrodynamic separator assembly of claim 12 , wherein the oil-floatables skimmer contains side mounts for mounting of the oil-floatables skimmer across the entire breadth of the sump chamber;

wherein the oil-floatables skimmer is mounted below the hydrodynamic separator top opening and with the mount beginning above installed inlet and outlet pipe inverts, extending below the bottoms of the outlet weir shelves; wherein the top height of the oil-floatables skimmer is above the hydraulic grade line.

15. The hydrodynamic separator assembly of claim 12 , wherein casing of the assembly is selected from the group consisting of: metal, plastic, concrete, fiberglass, composite, and a combination thereof.

16. The hydrodynamic separator assembly of claim 12 , wherein the flow weirs are selected from a group consisting of: non-corrosive materials including: metal, plastic, concrete, fiberglass, composite, and a combination thereof.

17. The hydrodynamic separator assembly of claim 12 , wherein the inlet and outlet pipes are selected from a group consisting of: metal, plastic, concrete, clay, or a combination thereof.

18. The hydrodynamic separator assembly of claim 12 , wherein the overall size of the system has a diameter of 2 feet to 100 feet.

19. The hydrodynamic separator assembly of claim 12 , wherein the inlet and outlet pipes have a diameter of 2 inches to 30 feet.

20. The hydrodynamic separator assembly of claim 12 , wherein the oil-skimmer floatables has a thickness of 0.1 inches to 3 feet.

21. The hydrodynamic separator assembly of claim 12 , wherein the flow weirs are selected from a group consisting of: oil-floatables skimmer, and outlet weirs and a combination thereof.

22. A hydrodynamic separator assembly configured for installation within a stormwater drainage infrastructure, wherein the hydrodynamic separator has substantially circular walls with a top, with one or more access openings, a bottom, at least one inlet opening and at least one outlet opening, and a sump chamber;

wherein said hydrodynamic separator, contains two flow weirs each serving a specific function including a flow splitter with one or more side openings and an outlet weir;

wherein said flow splitter is attached to a wall of said hydrodynamic separator, such that water entering via the inlet pipe encounters the said flow splitter and water flow is split outward along the walls of the hydrodynamic separator,

wherein directed water travels along said walls toward the outlet weir,

wherein said water must pass over the outlet weir to make it to the outlet opening, said outlet weir with horizontal shelf and wall is adjacent to said wall of hydrodynamic separator, and positioned so that the wall of the outlet weir is disposed across the outlet opening so that water must pass over the said weir wall.

23. The hydrodynamic separator assembly of claim 22 , where the interior of the sump chamber is minimally obstructed by internal components and having an open area of greater than 65% the total horizontal area of the structure for the ease of cleaning.

24. The hydrodynamic separator assembly of claim 22 , wherein casing of the assembly is selected from the group consisting of: metal, plastic, concrete, fiberglass, composite, and a combination thereof.

25. The hydrodynamic separator assembly of claim 22 , wherein the flow weirs are selected from a group consisting of: non-corrosive materials including: metal, plastic, concrete, fiberglass, composite, and a combination thereof.

26. The hydrodynamic separator assembly of claim 22 , wherein the inlet and outlet pipes are selected from a group consisting of: metal, plastic, concrete, clay, or a combination thereof.

27. The hydrodynamic separator assembly of claim 22 , wherein the overall size of the system has a diameter of 2 feet to 100 feet.

28. The hydrodynamic separator assembly of claim 22 , wherein the inlet and outlet pipes have a diameter of 2 inches to 30 feet.

29. A hydrodynamic separator assembly configured for installation within a stormwater drainage infrastructure, wherein the hydrodynamic separator has substantially circular walls with a top, with one or more access openings, a bottom, at least one inlet opening and at least one outlet opening, and a sump chamber;

wherein said hydrodynamic separator, includes an outlet weir;

wherein said water must pass over the outlet weir to make it to the outlet opening, said outlet weir with horizontal shelf and vertical wall is adjacent to said wall of hydrodynamic separator, and positioned so that the wall of the outlet weir is disposed across the outlet opening so that water must pass over the said weir wall, wherein said outlet weir contains one or more orifice control holes in the horizontal deck and or wall portion.

30. The hydrodynamic separator assembly of claim 29 , where the interior of the sump chamber is minimally obstructed by internal components and having an open area of greater than 65% the total horizontal area of the structure for the ease of cleaning.

31. The hydrodynamic separator assembly of claim 29 , wherein casing of the assembly is selected from the group consisting of: metal, plastic, concrete, fiberglass, composite, and a combination thereof.

32. The hydrodynamic separator assembly of claim 29 , wherein the flow weirs are selected from a group consisting of: non-corrosive materials including: metal, plastic, concrete, fiberglass, composite, and a combination thereof.

33. The hydrodynamic separator assembly of claim 29 , wherein the inlet and outlet pipes are selected from a group consisting of: metal, plastic, concrete, clay, or a combination thereof.

34. The hydrodynamic separator assembly of claim 29 , wherein the overall size of the system has a diameter of 2 feet to 100 feet.

35. The hydrodynamic separator assembly of claim 29 , wherein the inlet and outlet pipes have a diameter of 2 inches to 30 feet.

36. The hydrodynamic separator assembly of claim 29 , wherein the oil-skimmer floatables has a thickness of 0.1 inches to 3 feet.

Assignments (9)
PATENT SECURITY AGREEMENT Recorded Feb 10, 2025
From: BEST BLOCK, LLC; CONTECH ENGINEERED SOLUTIONS LLC; CUSTOM BUILDING PRODUCTS, LLC; FORTERRA CONCRETE PRODUCTS, LLC; FORTERRA PIPE & PRECAST, LLC; KEYSTONE RETAINING WALL SYSTEMS LLC; PAVESTONE, LLC; THE QUIKRETE COMPANIES, LLC; UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; USP HOLDINGS, LLC
To: U.S. BANK TRUST COMPANY, NATIONAL ASSOCIATION
Reel/Frame 070170/0919 →
MERGER Recorded Jan 28, 2025
From: BIO CLEAN ENVIRONMENTAL SERVICES, LLC
To: CONTECH ENGINEERED SOLUTIONS LLC
Reel/Frame 070031/0163 →
ARTICLES OF CONVERSION Recorded Sep 4, 2024
From: BIO CLEAN ENVIRONMENTAL SERVICES, INC.
To: BIO CLEAN ENVIRONMENTAL SERVICES, LLC
Reel/Frame 068836/0331 →
PATENT SECURITY AGREEMENT (ABL) Recorded Mar 23, 2022
From: UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; GRIFFIN PIPE PRODUCTS CO., LLC; CUSTOM FAB, INC.; BIO CLEAN ENVIRONMENTAL SERVICES, INC.; MODULAR WETLAND SYSTEMS, INC.; FORTERRA PIPE & PRECAST, LLC; FORTERRA CONCRETE PRODUCTS, INC.; FORTERRA PRECAST CONCEPTS, LLC; BEST BLOCK, LLC; PAVESTONE, LLC; CONTECH ENGINEERED SOLUTIONS LLC; KEYSTONE RETAINING WALL SYSTEMS LLC
To: WELLS FARGO BANK, NATIONAL ASSOCIATION, AS AGENT
Reel/Frame 059479/0336 →
PATENT SECURITY AGREEMENT (ABL) Recorded Mar 23, 2022
From: UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; GRIFFIN PIPE PRODUCTS CO., LLC; CUSTOM FAB, INC.; BIO CLEAN ENVIRONMENTAL SERVICES, INC.; MODULAR WETLAND SYSTEMS, INC.; FORTERRA PIPE & PRECAST, LLC; FORTERRA CONCRETE PRODUCTS, INC.; FORTERRA PRECAST CONCEPTS, LLC; BEST BLOCK, LLC; PAVESTONE, LLC; CONTECH ENGINEERED SOLUTIONS LLC; KEYSTONE RETAINING WALL SYSTEMS LLC
To: WELLS FARGO BANK, NATIONAL ASSOCIATION, AS AGENT
Reel/Frame 059479/0437 →
RELEASE OF SECURITY INTEREST Recorded Mar 21, 2022
From: DEUTSCHE BANK TRUST COMPANY AMERICAS, AS COLLATERAL AGENT
To: FORTERRA PIPE & PRECAST, LLC; UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; GRIFFIN PIPE PRODUCTS CO., LLC; CUSTOM FAB, INC.; BIO CLEAN ENVIRONMENTAL SERVICES, INC.; FORTERRA PRECAST CONCEPTS, LLC; MODULAR WETLAND SYSTEMS, INC.; FORTERRA CONCRETE PRODUCTS, INC.
Reel/Frame 060199/0286 →
SECURITY INTEREST Recorded Mar 18, 2022
From: BIO CLEAN ENVIRONMENTAL SERVICES, INC.
To: WELLS FARGO BANK, N.A., AS AGENT
Reel/Frame 059313/0570 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded May 31, 2021
From: KENT, ZACHARIHA J.
To: BIO CLEAN ENVIRONMENTAL SERVICES, INC.
Reel/Frame 056395/0205 →
SECURITY AGREEMENT (NOTES) Recorded Jul 16, 2020
From: BIO CLEAN ENVIRONMENTAL SERVICES, INC.; FORTERRA CONCRETE PRODUCTS, INC.; GRIFFIN PIPE PRODUCTS COMPANY, LLC; MODULAR WETLAND SYSTEMS, INC.; UNITED STATES PIPE AND FOUNDRY COMPANY, LLC
To: DEUTSCHE BANK TRUST COMPANY AMERICAS, AS NOTES COLLATERAL AGENT
Reel/Frame 053229/0924 →
Continuity (2)
Continuation 15700149 · Sep 10, 2017
Related Publication 20190330836A1 · Oct 31, 2019
Cited By (1)
US 12,385,243