Sediment control barrier

• US 6,616,383 B2
• Filed: 02/15/2002
• Issued: 09/09/2003
• Est. Priority Date: 11/19/2001
• Status: Expired due to Term

• Current Assignee: Enviro-Pro Geosynthetics Ltd.
• Original Assignee: Arnold J. Janz
• Inventors: Janz, Arnold J.
• Primary Examiner(s): Shackelford, Heather
• Assistant Examiner(s): LAGMAN, FREDERICK LYNDON
• Application Number:
  US10/075,303
• Publication Number:
  US 20030095833A1
• Time in Patent Office: 571 Days
• Field of Search: 405/302.7, 405/302.6, 405/302.4, 405/107, 405/114, 405/115, 405/116, 405/87, 405/90, 405/91, 405/15, 405/16, 405/17, 405/21, 405/22, 405/24, 405/25, 405/31, 405/32, 405/35
• US Class Current: 405/302.7
• CPC Class Codes: E02B 3/04 Structures or apparatus for, or methods of, protecting banks, coasts, or harbours E02B1/003 takes precedence; sealing or joints E02B3/16
• CPC Class Codes: E02B 8/02 Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material

Abstract

A sediment control barrier, comprising a ground contacting surface having a length suitable for controlling fluid flow across ground, barrier material extending perpendicularly from the ground contacting surface, means for securing the ground contacting surface to the ground; and the barrier material being structured to conform to a ground contour. A sediment control barrier is proposed that has slots to enable flexing of the barrier material. Another sediment control barrier is proposed having a graded permeability from a first, lower, non-zero permeability adjacent the ground contacting surface to a second, higher, permeability away from the ground contacting surface.

Claims

1. A sediment control barrier, comprising:

a ground contacting surface having a length suitable for controlling fluid flow on a sloped surface having a profile;

barrier material extending perpendicularly from the ground contacting surface to a distal edge;

means for securing the ground contacting surface to the ground;

the barrier material having a graded lengthwise compressibility from a first, lower, compressibility adjacent the ground contacting surface to a second, higher, compressibility away from the ground contacting surface; and

the ground contacting surface being deformable upon lengthwise compression of the barrier material to conform to the profile of the sloped surface.

2. The sediment control barrier of claim 1 in which the second higher compressibility is caused by slots extending into the barrier material from the distal edge.

3. The sediment control barrier of claim 1 in which the barrier material forms a triangular structure.

4. The sediment control barrier of claim 1 in which the barrier material is self-supporting.

5. A sediment control barrier installed on a sloped surface, the sediment control barrier comprising:

a sheet having a length and a height, and a lengthwise extending edge that is secured to the ground across the sloped surface;

the sheet extending upwards away from the sloped surface to a distal edge;

slots in the sheet extending downward into the sheet from the distal edge; and

the sheet being self-supporting on a ground surface exposed to air.

6. The sediment control barrier of claim 5 in which the slots decrease in width away from the distal edge.

7. A sediment control barrier installed on a sloped surface, the sediment control barrier comprising:

a sheet having a length and a height and a lengthwise extending edge that is secured to the ground across the sloped surface;

the sheet extending upwards away from the sloped surface to a distal edge;

slots in the sheet extending down into the sheet from the distal edge, the slots decreasing in width away from the distal edge.

8. The sediment control barrier of claim 7 in which the sheet is water impermeable except at the slots.

9. A sediment control barrier, comprising:

a ground contacting surface having a length suitable for controlling fluid flow across sloped ground;

barrier material extending perpendicularly from the ground contacting surface;

means for securing the ground contacting surface to the sloped ground;

the barrier material having a graded permeability from a first, lower, non-zero permeability adjacent the ground contacting surface to a second, higher, permeability away from the ground contacting surface; and

the barrier material being deformable to conform to the surface of the sloped ground.

10. A sediment control barrier, comprising:

a ground contacting surface having a length suitable for controlling fluid flow across ground;

barrier material extending perpendicularly from the ground contacting surface;

means for securing the ground contacting surface to the ground;

the barrier material having a graded permeability from a first, lower, non-zero permeability adjacent the ground contacting surface to a second, higher, permeability away from the ground contacting surface; and

the first permeability and the second permeability each being created by multiple rows of openings forming a mid across the entire surface of the barrier material, the slots of succeeding rows increasing in size with distance away from the ground contacting surface.

11. The sediment control barrier of claim 10 in which the barrier material is made of mesh.

12. A sediment control barrier, comprising:

a ground contacting surface having a length suitable for controlling fluid flow across ground;

barrier material extending perpendicularly from the ground contacting surface;

means for securing the ground contacting surface to the ground;

the barrier material having a graded permeability from a first, lower, non-zero permeability adjacent the ground contacting surface to a second, higher, permeability away from the ground contacting surface;

the graded permeability being created by openings in the barrier material that increase in size away from the ground contacting surface; and

the openings being arranged in a series of rows across the barrier material, the series of rows including an uppermost row, the openings of the uppermost row providing a permeability of greater than 50%.

13. The sediment control barrier of claim 12 in which the barrier material is made of mesh.

14. A sediment control barrier installed across sloped ground, the sediment control barrier comprising:

a ground contacting surface having a length suitable for controlling fluid flow across the sloped ground;

barrier material extending perpendicularly from the ground contacting surface;

the ground contacting surface being secured to the sloped ground with the barrier material extending away from the sloped ground;

the barrier material having a graded permeability from a first, lower, non-zero permeability adjacent the ground contacting surface to a second, higher, permeability away from the ground contacting surface; and

the barrier material being deformable to conform to the surface of the sloped ground.

15. A sediment control barrier installed across sloped ground, the sediment control barrier comprising:

a ground contacting surface having a length suitable for controlling fluid flow across the sloped ground;

mesh barrier material extending perpendicularly from the ground contacting surface;

the ground contacting surface being secured to the sloped ground with the mesh barrier material extending away from the sloped ground;

the mesh barrier material having a graded permeability from a first, lower, non-zero permeability adjacent the ground contacting surface to a second, higher, permeability away from the ground contacting surface; and

the graded permeability being created by slots in the mesh barrier material that increase in width with distance away from the ground contacting surface.

16. A sediment control barrier installed across sloped ground, the sediment control barrier comprising:

a ground contacting surface having a length suitable for controlling fluid flow across the sloped ground;

barrier material extending perpendicularly from the ground contacting surface;

the ground contacting surface being secured to the sloped ground with the barrier material extending away from the sloped ground;

the barrier material having a graded permeability from a first, lower, non-zero permeability adjacent the ground contacting surface to a second, higher, permeability away from the ground contacting surface;

the graded permeability being created by openings in the barrier material that increase in size away from the ground contacting surface; and

the openings being arranged in a series of rows across the barrier material, the series of rows including an uppermost row, the openings of the uppermost row providing a permeability of greater than 50%.