초록 ▼

Devices, apparatus, systems and methods for preventing backflow current problems which often have caused debris and litter to pass out of screen type baskets used in storm water treatment systems. A half size or full size pivoting panel at the input end of a basket screen system placed in a storm wa

Devices, apparatus, systems and methods for preventing backflow current problems which often have caused debris and litter to pass out of screen type baskets used in storm water treatment systems. A half size or full size pivoting panel at the input end of a basket screen system placed in a storm water treatment chamber can downwardly divert incoming storm water so as to prevent back flow currents from being formed. The pivoting panel can work well during high flow conditions. A half size or full size pylon located in the input end of the basket screen can split and divert incoming storm water to also prevent back flow currents from also being formed. The pylon can work well during low flow conditions. Also, both the half pivoting panel and the half pylon can both be used at the input end of the screen basket. Still furthermore a gap in the floor before the input end of the screen basket can allow for sediment coming to pass down and collect beneath the screen basket.

대표청구항 ▼

1. An improved screen system for preventing backflow currents during storm water treatments, comprising: a screen housing for being placed in a storm water treatment environment, the housing having an inlet end and an outlet end, with a left screen wall, a right screen wall, a screen top wall and sc

1. An improved screen system for preventing backflow currents during storm water treatments, comprising: a screen housing for being placed in a storm water treatment environment, the housing having an inlet end and an outlet end, with a left screen wall, a right screen wall, a screen top wall and screen bottom wall; anda backflow current preventer panel pivotally attached to the screen housing at the inlet end of the screen housing for diverting the incoming storm water downward through the screen system, wherein the panel pivots inside of the screen housing, and wherein the backflow current preventer stops debris from passing out of the screen system when incoming storm water is flowing through the screen system. 2. The improved screen system of claim 1, wherein the pivoting panel is sloped at an angle to the incoming storm water flowing through the screen system. 3. The improved screen system of claim 1, wherein the pivoting panel is substantially vertically oriented substantially perpendicular to the incoming storm water flowing through the screen system. 4. The improved screen system of claim 1, further comprising: a hinge that attaches a top portion of the panel to the screen housing. 5. The improved screen system of claim 1, further comprising: a gap in front of the screen housing for allowing sediment from incoming storm water to drop beneath the screen system. 6. The improved screen system of claim 1, wherein the pivoting panel includes: a half panel that is pivotally attached to a ceiling of the screen housing and having a bottom end substantially between approximately ¾ to approximately ¼ the distance between the ceiling and a floor of the screen housing. 7. The improved screen system of claim 1, wherein the pivoting panel includes: a full size panel that is pivotally attached to a ceiling of the screen housing and having a bottom end substantially adjacent to a floor of the screen housing. 8. An improved screen system for preventing backflow currents during storm water treatments, comprising: a screen housing for being placed in a storm water treatment environment, the housing having an inlet end and an outlet end, with a left screen wall, a right screen wall, a screen top wall and screen bottom wall; anda backflow current preventer attached to the screen housing at the inlet end of the screen housing, the backflow current preventor includes:a fixed pylon at the inlet end of the screen housing for diverting the incoming storm water to horizontally split to left and right sides inside of the screen housing. 9. The improved screen system of claim 8, wherein the pylon includes: a flat face on a side facing the incoming storm water. 10. The improved screen system of claim 8, wherein the pylon includes: a rounded face on a side facing the incoming storm water. 11. The improved screen system of claim 8, wherein the pylon includes: a triangular shaped face on a side facing the incoming water. 12. The improved screen system of claim 8, further comprising: a gap or opening in front of the screen system for allowing sediment from incoming storm water to drop beneath the screen system. 13. The improved screen system of claim 8, wherein the pylon includes: a half size pylon having a bottom end adjacent to a floor of the screen housing. 14. The improved screen system of claim 8, wherein the pylon includes: a full size pylon that runs between a floor and ceiling of the screen housing. 15. An improved screen system for preventing backflow currents during storm water treatments, comprising: a screen housing for being placed in a storm water treatment environment, the housing having an inlet end and an outlet end, with a left screen wall, a right screen wall, a screen top wall and screen bottom wall; anda backflow current preventer attached to the screen housing at the inlet end of the screen housing, the backflow current preventor includes both:a pivoting panel pivotally attached to the screen housing at the inlet end of the screen housing for diverting the incoming storm water downward through the screen housing and prevents floatables from escaping the screen housing; anda fixed pylon at the inlet end of the screen housing for diverting the incoming storm water to horizontally split to left and right sides inside of the screen housing. 16. The improved screen system of claim 15, further comprising: a gap or opening adjacent to the inlet of the screen housing for allowing sediment from incoming storm water to drop beneath the screen housing. 17. A storm water screen system with pivotable gate for preventing backflow currents during storm water treatments, comprising: a screen housing for being placed in a storm water treatment environment, the housing having an inlet end and an outlet end, with a left screen wall, a right screen wall, a screen top wall and screen bottom wall; anda pivoting panel attached to the screen housing at the inlet end of the screen housing for downwardly diverting the incoming storm water downward through the screen housing to prevent backflow current which stops debris from passing out of the screen housing when incoming storm water is flowing through the screen housing wherein the panel pivots into the screen housing. 18. The storm water screen system of claim 17, further comprising: a hinge that attaches a top portion of the panel to the screen housing. 19. The storm water screen system of claim 17, further comprising: a gap or opening adjacent to the inlet to the screen housing for allowing sediment from incoming storm water to drop beneath the screen housing to prevent the screen housing system from holding water. 20. A storm water screen system with pylon diverter for preventing backflow currents during storm water treatments, comprising: a screen housing for being placed in a storm water treatment environment, the housing having an inlet end and an outlet end, with a left screen wall, a right screen wall, a screen top wall and screen bottom wall; anda fixed pylon at the inlet end of the screen housing for splitting the incoming storm water through the screen housing to prevent backflow current which stops debris from passing out of the screen housing when the incoming storm water is flowing through the screen system. 21. The storm water screen system of claim 20, wherein the pylon diverter includes: a flat face on a side facing the incoming storm water. 22. The storm water screen system of claim 20, wherein the pylon diverter includes: a nonflat flat face on a side facing the incoming storm water. 23. The improved screen system of claim 20, further comprising: a gap in front of the screen housing for allowing sediment from incoming storm water to drop beneath the screen housing. 24. A method for preventing backflow currents in storm water treatment systems, comprising the steps of: positioning a screen housing in a storm water treatment environment, the housing having an inlet end and an outlet end, with a left screen wall, a right screen wall, a screen top wall and screen bottom wall;flowing incoming storm water with debris into the inlet input end of the screen housing;preventing backflow current from occurring inside of the screen housing by at least one of: downwardly diverting the incoming storm water entering into the inlet end of the screen housing, and splitting the incoming storm water entering into the inlet end of the screen housing; andstopping debris from passing out of the outlet end of the screen housing when the incoming storm water is flowing through the screen system. 25. The method of claim 24, wherein the downwardly diverting step includes the step of: providing a pivotable panel for downwardly diverting the incoming storm water entering into the inlet end of the screen housing. 26. The method of claim 24, further comprising the step of: collecting sediment from the incoming storm water through a gap in front of the inlet end of the screen housing. 27. The method of claim 24, wherein the splitting step includes the step of: providing a pylon for splitting the incoming storm water entering into the inlet end of the screen housing. 28. The method of claim 24, wherein the preventing step further includes the steps of: providing a pivotable panel for downwardly diverting the incoming storm water entering into the inlet end of the screen housing; andproviding a pylon for splitting the incoming storm water entering into the inlet end of the screen housing.