River bank type infiltration system and method with water body remediation function
A water body restoration and percolation technology, applied in chemical instruments and methods, open-air water surface cleaning, water conservancy projects, etc. Increase the contact time and improve the effect of purification ability
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Embodiment 1
[0033] This embodiment is a river bank type infiltration system with water restoration function, such as figure 1 , 2 shown. This embodiment includes: a water diversion facility with a forebay 1, a plurality of infiltration tanks 2 arranged in steps along both sides of the river bank are arranged downstream of the water diversion facility, and a trash grid 3 is arranged upstream of the inlet of the infiltration tank, The entrance and exit of each filter tank are respectively provided with respective water inlet gates 4 and water outlet gates 5; each water outlet gate is connected to the water outlet tank 6 connected with the river, and the filter tanks are sequentially provided with porous water-retaining parapets from the entrance to the exit 7. The front permeable section 8, the multi-stage permeable section 9, the rear permeable section 10, and the perforated plate 11.
[0034] The water diversion facility described in this embodiment may be a water retaining facility on ...
Embodiment 2
[0044] This embodiment is an improvement of the first embodiment, and is a refinement of the first embodiment on water diversion facilities. The water diversion facility described in this embodiment is a combination of a dam or a water pump and a forebay; the direction of the infiltration tank is either along the river bank or at a certain angle or perpendicular to the river bank.
[0045] In urban rivers with steep banks and insufficient space, dams are built on the river, or existing dams are used to form a forebay with a certain water level, reaching at least the elevation of the first-order infiltration tank, such as image 3 As shown, the infiltration tank flowing longitudinally along the river bank can be used, and the sewage flows longitudinally along the river bank, and is discharged into the downstream river after purification.
Embodiment 3
[0047] This embodiment is an improvement of the above embodiment, and is a refinement of the above embodiment about the percolation tank. Between the various infiltration tanks described in this embodiment, a communication gate 12 that can make the water flow flow in series in each step infiltration tank is provided near the inlet and the outlet, as figure 1 shown.
[0048] The function of the connecting gate can make the infiltration tanks of different elevations have connecting gates connected to each other at the beginning and the end. When the quality of the upstream sewage is too poor, it can be purified by infiltration in series. The sewage first enters the upper infiltration tank, and after flowing through the entire infiltration tank, it flows into the next-level infiltration tank through the connecting gate at the end, and flows into the next level infiltration tank at the connecting gate at the first end after flowing through the infiltration tank in the reverse dir...
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