Density baffle for clarifier tank

1. A baffle system in a clarifier tank having a tank bottom, a periphery and a substantially vertical peripheral wall bounding the interior of the tank, said tank having an effluent channel, said baffle system comprising:

a plurality of baffles mounted on the clarifier tank, each baffle comprising:

a baffle surface, said baffle surface having a lower end and an upper end, the upper end of said baffle surface being coupled to a wall of the clarifier tank, the lower end of said baffle surface being disposed, at a substantially 60° angle away from said wall of the clarifier tank such that said baffle surface slopes downwardly and away from said wall

where the horizontal projection of said baffle into the center of the tank is determined using the following equation:

HP= 18″+ a ( D− 30)

D=diameter of the tank in feet;

a=coefficient multiplier

with the coefficient “a” set to 0.3 inches per foot or greater.

2. The baffle system of claim 1 , wherein said baffle surfaces, further comprise mounting flanges for securing to said wall of said clarifier tank.

3. The baffle system of claim 2 , wherein each of said baffle surfaces further comprise vent openings integrally molded within said mounting flange.

4. The baffle system of claim 1 , wherein said horizontal projection is substantially 39 inches in a clarifier tank of 100 ft diameter.

5. The baffle system of claim 1 , wherein said baffle surfaces each have a lower end flange.

6. The baffle system of claim 5 , wherein said clarifier tank has a sludge blanket that is a collection of solids at the bottom of said tank, wherein said lower end flanges of said baffle surfaces are positioned substantially 2 feet from the top of said sludge blanket.

7. The baffle system of claim 5 , wherein said clarifier tank has a sludge blanket that is a collection of solids at the bottom of said tank, wherein said lower end flanges of said baffle surfaces are positioned at a point midway between the average blanket height of said sludge blanket and the weir.

8. The baffle system of claim 1 , wherein said upper end of said baffle surface is coupled to the peripheral wall of said clarifier tank.

9. The baffle system of claim 1 , wherein said upper end of said surface is coupled to the wall of the effluent channel of said clarifier tank.

10. A baffle system in a clarifier tank having a tank bottom, a periphery and a substantially vertical peripheral wall bounding the interior of the tank, said tank having an effluent channel, said baffle system comprising:

a plurality of baffles mounted on the peripheral wall of the clarifier tank, each baffle comprising:

a baffle surface, said baffle surface having a lower end and an upper end, the upper end of said baffle surface being coupled to said peripheral wall of the clarifier tank, the lower end of said baffle surface being disposed, at a substantially 60° angle away from the peripheral wall of the clarifier tank such that said baffle surface slopes downwardly and away from said peripheral wall and defines a horizontal projection,

wherein the horizontal projection of said baffle into the center of the tank is determined using the following equation:

HP= 18″+ a ( D− 30)

D=diameter of the tank in feet;

a=coefficient multiplier

with the coefficient “a” is set to 0.3 inches per foot or greater.

11. The baffle system of claim 10 , wherein said baffle surfaces, further comprise mounting flanges for securing to the wall of said clarifier tank.

12. The baffle system of claim 11 , wherein each of said baffle surfaces further comprises vent openings integrally molded within said mounting flange.

13. A baffle system in a clarifier tank having a tank bottom, a periphery and a substantially vertical peripheral wall bounding the interior of the tank, said tank having an effluent channel, said baffle system comprising:

a plurality of baffles mounted on a wall of the clarifier tank, each baffle comprising:

a baffle surface, said baffle surface having a lower end and an upper end, the upper end of said baffle surface being coupled to said wall of the clarifier tank, the lower end of said baffle surface being disposed, away from the wall of the clarifier tank such that said baffle surface slopes downwardly and away from the wall so that it generates a substantially horizontal velocity vector of solids emerging from under said baffle surface

where the horizontal projection of said baffle into the center oldie tank is determined using the following equation:

HP= 18+ a ( D− 30)

D=diameter of the tank in feet;

a=coefficient multiplier

with the coefficient “a” set to 0.3 inches per foot.

14. The baffle system of claim 13 , wherein said baffle surfaces, further comprise mounting flanges for securing to the wall of said clarifier tank.

15. The baffle system of claim 14 , wherein each of said baffle surfaces further comprise vent openings integrally molded within said mounting flange.

16. The baffle system of claim 13 , wherein said horizontal projection is substantially 39 inches and said clarifier tank is of 100 ft diameter.

17. The baffle system of claim 13 , wherein said baffle surfaces each have a lower end flange.

18. The baffle system of claim 17 , wherein said clarifier tank has a sludge blanket that is a collection of solids at the bottom of said tank, wherein said lower end flanges of said baffle surfaces are positioned substantially 2 feet from the top of said sludge blanket.

19. The baffle system of claim 13 , wherein said upper end of said baffle surface is coupled to the peripheral wall of said clarifier tank.

20. The baffle system of claim 13 , wherein said upper end of said surface is coupled to the wall of the effluent channel of said clarifier tank.