Stormwater treatment apparatus

• US 6,638,424 B2
• Filed: 02/26/2002
• Issued: 10/28/2003
• Est. Priority Date: 01/19/2000
• Status: Expired due to Term

• Current Assignee: Jensen Enterprises, Inc.
• Original Assignee: Jensen Enterprises, Inc.
• Inventors: Stever, R. Russell, Sarratt, Edward Scott, Urbonas, Ben R., Jones, Jonathan E., Schneider, Eric Richard, Phelps, Steven C., Earles, Andrew
• Primary Examiner(s): Smith, Duane
• Assistant Examiner(s): LAWRENCE JR, FRANK M
• Application Number:
  US10/084,837
• Publication Number:
  US 20020139736A1
• Time in Patent Office: 609 Days
• Field of Search: 210/747, 210/170, 210/154, 210/513, 210/519, 210/521, 210/532.1, 210/533, 210/534, 210/800, 210/121, 210/242.1, 405/39, 405/40
• US Class Current: 210/170.03
• CPC Class Codes: B01D 17/00 Separation of liquids, not provided for elsewhere, e.g. by thermal diffusion devices for separating or removing fatty or oily substances or similar floating material from water, waste water, or sewage C02F1/40; cleaning or keeping clear the surface of open water from oil or like materials E02B15/04; arrangements for separating lubricants from refrigerants F25B43/02
• CPC Class Codes: B01D 17/0208 by sedimentation
• CPC Class Codes: B01D 17/0211 with baffles
• CPC Class Codes: B01D 17/0214 with removal of one of the phases
• CPC Class Codes: B01D 21/00 Separation of suspended solid particles from liquids by sedimentation separation of ores or the like by sedimentation B03B5/48 - B03B5/60 ; differential sedimentation B03D3/00; purification of water, waste water, sewage or sludge C02F, e.g. devices for separating or removing fatty or oily substances or similar floating material from water, waste water or sewage C02F1/40
• CPC Class Codes: B01D 21/0006 Settling tanks provided with means for cleaning and maintenance
• CPC Class Codes: B01D 21/003 Sedimentation tanks provided with a plurality of compartments separated by a partition wall B01D21/0039 takes precedence
• CPC Class Codes: B01D 21/0039 Settling tanks provided with contact surfaces, e.g. baffles, particles
• CPC Class Codes: B01D 21/0042 Baffles or guide plates
• CPC Class Codes: B01D 21/02 Settling tanks with single outlets for the separated liquid
• CPC Class Codes: B01D 21/307 Passive control mechanisms without external energy, e.g. using a float
• CPC Class Codes: B01D 2221/12 Separation devices for treating rain or storm water storm water treatment E03F
• CPC Class Codes: E03F 5/14 Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates for use in sewage purification plants or both in sewage purification plants or in sewer systems B01D, C02F ; gullies with sediment traps E03F5/04

Abstract

A liquid purification and separation apparatus for separation of pollutants in stormwater runoff is disclosed. This apparatus utilizes gravitational separation and tortuosity, resulting from a plurality of baffles both perpendicular to and oblique to the primary water flow direction, to trap substances less-dense and more-dense than water. The apparatus features improved resistance to pollutant remobilization through treatment of water volume rather than flow rates, using vertically stacked water columns of varying depths to settle small particles. An overflow structure diverts excessive liquid without interfering with purification and separation, and can be placed integrally within or external to the apparatus receptacle.

Claims

1. A stormwater treatment apparatus, comprising:

a receptacle adapted to receive water flowing from a surface drainage area, comprising;

the receptacle having a bottom wall and a top wall;

an inlet, the inlet supplying water to the receptacle;

an outlet, the outlet passing water out of the receptacle;

the inlet and the outlet being in fluid communication with one another;

a permanent pool, the permanent pool defined by at least the bottom wall of the receptacle, and extending upward from said bottom wall to the height of said outlet, the permanent pool forming a region of reduced flow velocity to trap sediments therein;

an inactive pool, the inactive pool defined by at least the permanent pool, a first baffle extending from the bottom wall, a second baffle extending from the bottom wall, and the bottom wall of the receptacle; and

an active pool, the active pool defined by at least the top wall of the receptacle, and extending downward from said top wall to at least the height of said outlet.

2. A stormwater treatment apparatus, comprising:

a receptacle adapted to receive water flowing from a surface drainage area, comprising;

the receptacle having a bottom wall and a top wall;

an inlet, the inlet supplying water to the receptacle;

an outlet, the outlet passing water out of the receptacle;

the inlet and the outlet being in fluid communication with one another;

a permanent pool, the permanent pool defined by at least the bottom wall of the receptacle, and extending upward from said bottom wall to the height of said outlet, the permanent pool forming a region of reduced flow velocity to trap sediments therein;

an inactive pool, the inactive pool defined by at least the permanent pool, a first baffle extending from the bottom wall, a second baffle extending from the bottom wall, and the bottom wall of the receptacle; and

an overflow structure, the overflow structure diverting excess stormwater from the receptacle, wherein the overflow structure includes a control weir and an apparatus inlet, and the overflow structure is integral with the receptacle.

3. The apparatus of claim 2, wherein the integral overflow structure includes a stormwater collection inflow pipe and a stormwater collection outflow pipe.

4. The apparatus of claim 2, wherein the integral overflow structure includes an apparatus outlet pipe, the apparatus outlet pipe returning water treated in the receptacle to the overflow structure.

5. The apparatus of claim 2, further comprising a bypass pipe, the control weir regulating the diversion of water to the bypass pipe.

6. A stormwater treatment apparatus, comprising:

a receptacle adapted to receive water flowing from a surface drainage area, the receptacle having at least a top and a bottom;

an inlet section, the inlet section supplying water to the receptacle;

an outlet section, the outlet section passing water out of the receptacle;

at least one mid section, the at least one mid section comprising a fluid communication between the inlet section and the outlet section;

a permanent pool, the permanent pool defined by at least the bottom wall of the receptacle, and extending upward from said bottom wall to at least the height of said outlet;

the permanent pool generally below the path of fluid communication;

the permanent pool forming a region of reduced flow velocity to trap sediments therein;

an inactive pool, the inactive pool defined by at least the permanent pool, a first baffle extending from the bottom of the receptacle, a second baffle extending from the bottom of the receptacle, and the bottom of the receptacle, wherein at least a first portion of the first baffle is at an angle of between about thirty degrees and about sixty degrees with the bottom of the receptacle and at least a second portion of the first baffle is at an angle of roughly ninety degrees with the bottom of the receptacle.

7. A stormwater treatment apparatus, comprising:

a receptacle adapted to receive water flowing from a surface drainage area, the receptacle having at least a top and a bottom;

an inlet section, the inlet section supplying water to the receptacle;

an outlet section, the outlet section passing water out of the receptacle;

at least one mid section, the at least one mid section comprising a fluid communication between the inlet section and the outlet section;

a permanent pool, the permanent pool defined by at least the bottom wall of the receptacle, and extending upward from said bottom wall to at least the height of said outlet;

the permanent pool generally below the path of fluid communication;

the permanent pool forming a region of reduced flow velocity to trap sediments therein; and

an inactive pool, the inactive pool defined by at least the permanent pool, a first baffle extending from the bottom of the receptacle, a second baffle extending from the bottom of the receptacle, and the bottom of the receptacle, wherein at least a first portion of the second baffle is at an angle of between thirty degrees and sixty degrees with the bottom of the receptacle, and at least a second portion of the second baffle is at an angle of roughly ninety degrees with the bottom of the receptacle.

8. A stormwater treatment apparatus, comprising:

a receptacle adapted to receive water flowing from a surface drainage area, the receptacle having at least a top and a bottom;

an inlet section, the inlet section supplying water to the receptacle;

an outlet section, the outlet section passing water out of the receptacle;

at least one mid section, the at least one mid section comprising a fluid communication between the inlet section and the outlet section;

a permanent pool, the permanent pool defined by at least the bottom wall of the receptacle, and extending upward from said bottom wall to at least the height of said outlet;

the permanent pool generally below the path of fluid communication;

the permanent pool forming a region of reduced flow velocity to trap sediments therein;

an inactive pool, the inactive pool defined by at least the permanent pool, a first baffle extending from the bottom of the receptacle, a second baffle extending from the bottom of the receptacle, and the bottom of the receptacle;

a third baffle, the third baffle near said inlet, the third baffle extending down from the top wall of the receptacle; and

,

a fourth baffle, the fourth baffle near said outlet, the fourth baffle extending down from the top wall of the receptacle.

9. A stormwater treatment apparatus, comprising:

a receptacle adapted to receive water flowing from a surface drainage area;

the receptacle having a bottom, a top, and a perimeter;

the receptacle having an inlet and an outlet;

the inlet and the outlet being in fluid communication with one another;

an active pool, the active pool defined by at least the top wall of the receptacle, the perimeter of the receptacle, and extending downward from said top wall to at least the height of said outlet, the active pool a region of fluid communication between the inlet and the outlet;

a permanent pool, the permanent pool a region of little or no flow gravitationally beneath the active pool to trap sediments therein; and

the outlet includes an overflow structure, said overflow structure diverting excess stormwater from said receptacle when said receptacle is at or near full the overflow structure not substantially affecting the performance of the active pool, the overflow structure includes an apparatus outlet pipe, the apparatus outlet pipe returning water treated in the receptacle to the overflow structure.

10. A stormwater treatment apparatus, comprising:

a receptacle adapted to receive water flowing from a surface drainage area;

the receptacle having a bottom, a top, and a perimeter;

the receptacle having an inlet and an outlet, the outlet including an oriface smaller than the inlet,

the receptacle having an inlet, the inlet including an integral overflow structure, said overflow structure diverting excess stormwater from said receptacle when said receptacle is at or near full;

the inlet and the outlet being in fluid communication with one another;

an active pool, the active pool is a region defined by the top of the receptacle, the sides of the receptacle, and at least the height of the outlet;

a permanent pool, the permanent pool a region of little or no flow beneath the active pool to trap at least small sediments therein; and

,

an inactive pool, the inactive pool a region defined by the permanent pool, at least a first baffle attached to the bottom of the receptacle, a second baffle attached to the bottom of the receptacle, the sides of the receptacle, and the bottom of the receptacle.

11. The apparatus of claim 10, wherein at least a first portion of the second baffle is at an angle of between thirty degrees and sixty degrees with the bottom of the receptacle.

12. The apparatus of claim 10, wherein at least a first portion of the first baffle is at an angle of about forty-five degrees with the bottom of the receptacle.

13. The apparatus of claim 10, wherein at least a first portion of the second baffle is at an angle of about forty-five degrees with the bottom of the receptacle.

14. The apparatus of claim 12, wherein at least a second portion of the first baffle is at an angle of roughly ninety degrees with the bottom of the receptacle.

15. The apparatus of claim 13, wherein at least a second portion of the second baffle is at an angle of roughly ninety degrees with the bottom of the receptacle.

16. The apparatus of claim 10, wherein the apparatus has a volume of at least 500 cubic feet.

17. An apparatus for separation of pollutants in runoff that are less and more dense than the runoff water, comprising:

a receptacle adapted to receive stormwater runoff flowing from surface areas tributary to it, the receptacle having a bottom and a top, a left side-wall and a right side-wall, and a front side-wall and end side-wall, forming a rectangular tank;

an inlet for introducing stormwater flowing from tributary surface areas into the receptacle and an outlet for discharging water;

at least four baffles positioned within the receptacle between the inlet and the outlet, with all of the baffles attached to both sides of the receptacle, with at least two baffles attached to the bottom of the receptacle and not attached to the top, at least one baffle attached to the top of the receptacle and not attached to the bottom, and at least one baffle that is not attached to the bottom and top of the receptacle;

an inlet section for receiving water, for decreasing energy of the flowing water, and for uniformly distributing water across the width of the receptacle;

one or more midsections for trapping materials more dense than water that settle out of water by gravity and for trapping materials less dense than water that rise to the surface of water by gravitational separation;

an outlet section for discharging water at a controlled rate and for excluding materials more and less dense than water being discharged, the outlet section including an opening located on the end side-wall that allows water in the apparatus to discharge, the outlet substantially smaller than the inlet;

a mesh screening, the mesh screening from the bottom to the top of the apparatus is attached in a removable fashion to the end side-wall to form a barrier through which any water that discharges through the opening must pass prior to discharge;

an overflow structure, the overflow structure diverting excess stormwater flow from the receptacle, the overflow structure integral with the receptacle;

an active pool, the active pool defined by at least the top wall of the receptacle, and extending downward from said top wall to at least the height of said outlet opening;

a permanent pool, the permanent pool defined by at least the bottom wall of the receptacle, and extending upward to at least the height of said outlet opening; and

,

an inactive pool, the inactive pool defined by at least the permanent pool, the bottom of the receptacle, and the at least two baffles attached to the bottom of the receptacle.

18. A stormwater treatment apparatus, comprising:

a receptacle having a top, a bottom, a left side wall and a right side wall, an inlet side wall and an outlet end wall, said receptacle comprising an inlet section, an outlet section and at least one midsection between said inlet section and said outlet section;

an inlet located in said inlet section, spaced above said bottom;

an outlet located in said outlet section spaced above said bottom, said outlet height defining a permanent pool water surface elevation level;

a first baffle having an upstream side and a downstream side, said first baffle connected to said bottom and extending upward no higher than said permanent pool water surface elevation level, said upstream side of said first baffle including at least a portion angled upward from said bottom and towards said outlet;

a second baffle between said first baffle and said outlet having an upstream side and a downstream side, said second baffle connected to said bottom and extending upward no higher than said permanent pool water surface elevation level, said upstream side of said second baffle including at least a portion angled upward from said bottom and toward said outlet;

an active pool, said active pool defined by said inlet, said outlet, and said top of said receptacle; and

,

a permanent pool, said permanent pool defined by said first baffle, said second baffle, said left side wall, said right side wall, and said permanent pool water surface elevation level, said permanent pool generally gravitationally below said active pool.