Low-water-loss rainwater filter tank
A filter tank and rainwater technology, which is applied in the direction of filter circuit, filter separation, water/sewage treatment, etc., can solve the problems of large load of sewage plants, high concentration of pollutants, and little consideration of initial rainwater filtration and purification treatment, etc., to achieve good treatment effect , good effect, simple setting effect
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Embodiment 1
[0055] The structure of a low water loss rainwater filter pool in this embodiment is as follows: figure 1 As shown, the filter pool includes a well body 1, a cover plate 2 located above the well body, a water inlet pipe 3 and an outlet pipe 4 respectively located at the front and rear ends of the well body. The inside of the well body also includes a retaining wall 5 arranged longitudinally (that is, downward from the cover plate) to divide the well body into two parts, the pre-sedimentation area A and the treatment area B. The inside of the well body further includes a support plate 6 arranged laterally between the retaining wall 5 and the rear end well body to divide the treatment area B into the upper part as the filtering area B-1 and the lower part as the settlement area B-2.
[0056] Wherein, the lower end of the retaining wall 5 is provided with a water tank 7 from the bottom surface of the well body, and the upper end is provided with an overflow tank 8 from the cover ...
Embodiment 2
[0061] A kind of method that utilizes the low water loss rainwater filter pond in embodiment 1 to handle rainwater is:
[0062] When it rains, runoff rainwater from streets, highways, parking lots, residential areas or shopping malls, and the ground, which carry pollutants such as particulate matter, suspended matter, floating matter, nitrogen, and phosphorus, enters the pre-settling area A of the well body through the water inlet pipe 3, which is greater than Pollutants such as particulates, suspended solids and floating solids in the aperture of the slag blocking net 9 on the water tank 7 will be intercepted in the pre-sedimentation zone A, and most of the particulates entering the settlement zone B-2 will also settle in the sedimentation zone under the action of gravity. Area. With the rise of the water level in the settlement area, when it reaches the position of the support plate 6, the rainwater will flow through the filter medium 10 from the water hole 11, and after bei...
Embodiment 3
[0066] The structure of a road segment rainwater treatment system in this embodiment is as follows: figure 2 As shown, the system includes a main rainwater pipe C on a municipal road R, a branch rainwater pipe D connected to the main rainwater pipe C, and a rainwater outlet 13 at the end of the branch rainwater pipe D. The rainwater main pipe C is segmented according to the length of 500-800m, and the low water loss rainwater filter pool 14 described in the embodiment 1 is set on each section of the rainwater main pipe C. The water inlet pipe 3 and the water outlet pipe 4 at the front and rear ends of the well body of the filter pool 14 communicate with the front and back (ie upstream and downstream) of the rainwater main pipe C respectively.
[0067] Further, a hydrocyclone separator 15 is also arranged in front of the low water loss rainwater filter tank 14 (ie, the water inlet direction of the filter tank).
[0068] Further, a cylindrical filter system 16 is also provided...
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