System and method for purifying rainfall runoff

Patent metadata

Field	Value
Publication number	US-9580897-B2
Application number	US-201314092889-A
Country	US
Kind code	B2
Filing date	Nov 27, 2013
Priority date	Nov 27, 2012
Publication date	Feb 28, 2017
Grant date	Feb 28, 2017

Abstract

A system for purifying rainfall runoff including a bar screen; a collection and diversion device; a filter channel; a grass ditch; and a water storage tank. The bar screen is disposed around the collection and diversion device for preliminarily filtering the road rainfall runoff. The collection and diversion device collects the road rainfall runoff and diverts early rainfall runoff to the filter channel, after the filter channel is full, later rainfall runoff is directly diverted to the grass ditch through open channels. The grass ditch includes a percolation bed capable of filtering the early and later rainfall runoff. The water storage tank is connected to the grass ditch via a guiding pipe, to receive the rainfall runoff effusing out of the grass ditch. Part of the rainfall runoff received by the water storage is transported to the percolation bed by a return conduit.

First claim

The invention claimed is:

1. A system for purifying rainfall runoff comprising an early rainfall runoff and a later rainfall runoff, the system comprising:
a) a bar screen;
b) a collection and diversion device comprising a first side, a second side and a third side;
c) a filter channel;
d) a grass ditch comprising a percolation bed;
e) a water storage tank;
f) a first diversion canal;
g) a second diversion canal; and
h) a return conduit;
wherein:
the first side is disposed adjacent to the bar screen;
the collection and diversion device is adapted to receive the rainfall runoff via the bar screen and the first side;
the second side is substantially in parallel with the first side;
the third side is substantially perpendicular to the first side and the second side;
the second side is connected to the first diversion canal for directing the early rainfall runoff into the first diversion canal and then into the filter channel via the first diversion canal;
the filter channel is connected between the first diversion canal and the grass ditch for filtering the early rainfall runoff into a filtered rainfall runoff and transporting the filtered rainfall runoff to the grass ditch;
the third side is connected to the second diversion canal for diverting the later rainfall runoff to the second diversion canal after the filter channel is full;
the second diversion canal is connected to the grass ditch for transporting the later rainfall runoff into the grass ditch;
the water storage tank is connected to the grass ditch via a guiding pipe, to receive the rainfall runoff effusing out of the grass ditch; and
the return conduit is disposed between the water storage tank and the percolation bed.

2. The system of claim 1 , wherein
the filter channel comprises a precipitation region and a filtration region, and a scale height of a bottom of the filter channel is equal to a scale height of a bottom of the grass ditch;
the filtration region is divided into a plurality of sections, each of the plurality of sections is filled with a matrix material, the matrix material in each one of the plurality of sections is different from that in another one of the plurality of sections, and the matrix material comprises crushed stone, coarse sand, or fine sand; and
each one of the plurality of sections is separated from another one of the plurality of sections by using gratings and geotextiles.

3. The system of claim 1 , wherein
a length of the grass ditch is between 30 and 60 m;
the grass ditch has a slope, a top of a scale height of the grass ditch is lower than that of the road; and
the percolation bed is disposed below the grass ditch.

4. The system of claim 3 , wherein the percolation bed comprises soil, crushed stone, fine gravel, pebbles, slag, geotextile, and coarse gravel.

5. The system of claim 1 , wherein
the water storage tank is a permeation storage tank, and comprises: an overflow opening, a water outlet pipe, and a water inlet pipe;
the overflow opening is arranged on a top of the water storage tank;
the water outlet pipe is arranged at a position lower than the overflow opening;
the water inlet pipe is arranged at a position close to a bottom of the water storage tank and is connected to the guiding pipe of the percolation bed; and
a pebble layer is laid over the bottom of the water storage tank.

6. The system of claim 5 , wherein
the guiding pipe comprises a plurality of pores and the guiding pipe is wrapped by geotextile; and
a scale height of a bottom of the guiding pipe is higher that than that of the bottom of the water storage tank.

7. A method for purifying rainfall runoff using a purification system, the purification system comprising
a) a bar screen,
b) a collection and diversion device comprising a first side, a second side, and a third side,
c) a filter channel,
d) a grass ditch comprising a percolation bed,
e) a water storage tank,
f) a first diversion canal,
g) a second diversion canal, and
h) a return conduit;
wherein:
the first side is disposed adjacent to the bar screen;
the second side is substantially in parallel with the first side;
the third side is substantially perpendicular to the first side and the second side;
the second side is connected to the first diversion canal;
the filter channel is connected between the first diversion canal and the grass ditch;
the third side is connected to the second diversion canal;
the second diversion canal is connected to the grass ditch;
the water storage tank is connected to the grass ditch via a guiding; pipe; and
the return conduit is disposed between the water storage tank and the percolation bed;
the method comprising:
1) filtering the rainfall runoff by the bar screen;
2) collecting the rainfall runoff by the collection and diversion device via the bar screen and the first side, diverting an early rainfall runoff to the first diversion canal via the second side and then to the grass ditch via the filter channel until the filter channel is full and diverting a later rainfall runoff via the third side to the second diversion canal and then to the grass ditch;
3) treating the early rainfall runoff and the later rainfall runoff by the grass ditch;
4) allowing the rainfall runoff effusing out of the grass ditch to flow into the water storage tank via the guiding pipe; and
5) transporting part of the rainfall runoff received by the water storage tank back to the percolation bed by the return conduit.

Assignees

• Univ Chongqing
• Promotion Centre Of Science And Tech Dev Mini Of Housing And Urban-Rural Dev Of The People'S Republi

Inventors

• Chai Hongxiang
• Zhang Feng
• Wang Weijie
• Bao Yanrong
• Zou Boyu
• Jiang Qiang
• Zhao Hua

Classifications

• E03F1/002 Primary

  with disposal into the ground, e.g. via dry wells · CPC title

• C02F1/004

  using large scale industrial sized filters · CPC title

• C02F2303/24

  Separation of coarse particles, e.g. by using sieves or screens · CPC title

• C02F2103/001

  Runoff or storm water · CPC title

• C02F2301/043

  Treatment of partial or bypass streams · CPC title