Efficient and anti-blocking water-bearing stratum supply device
An anti-clogging and aquifer technology, applied in the direction of soil protection, loose filter material filters, gravity filters, etc., can solve the problems of recharge efficiency, clogging and energy consumption, clogging, and low water volume of a single well at the same time problems, to achieve the effect of preventing clogging, convenient construction and high recharge efficiency
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[0023] Example 1
[0024] A high-efficiency anti-clogging aquifer replenishment device, including a ditch (1), a plurality of water filtration and silt dredging devices (2) vertically distributed along the ditch (1), each of which includes a pre-filter The device (3), the rear dredging well (5), and an underground filter pipe (4) densely packed with water holes for connecting the pre-filtering device (3) and the rear dredging well (5); The filter device (3) is arranged at the bottom of the ditch (1), and the rear dredging well (5) is located at the other end of the underground water filter pipe (4).
[0025] The pre-filter device (3) is composed of geotextile a (6), filter material (7), perforated supporting layer (8), flooded space (9) and base (10) from top to bottom; Geotextile a(6) is spread on the surface of the filter material (7); the filter material (7) is spread on the surface of the supporting layer (8); the supporting layer (8) has small holes; the flooded space (9) Co...
Example Embodiment
[0028] Example 2
[0029] A high-efficiency anti-clogging aquifer replenishment device, the structure of which is the same as that of Embodiment 1.
[0030] Among them, the aperture of the circular filter hole (13) d 0 =3 d 50 , Hole spacing L 0 =1.2 d 0 ,among them d 0 Is the diameter of the hole, L 0 Is the distance between round holes, d 50 It is the largest particle diameter when the total screening weight of the rock and soil sample at the location of the water filter tube is 50%. Filter material (7) particle size D 50 =7 d 50 ,among them D 50 In the composition of the particles of the filter material sieving sample, the cumulative weight of the sieving is 50% of the largest particle diameter, d 50 It is the largest particle diameter where the weight of the source cement sand particles accounts for 50%. The gradient of the underground filter pipe (4) is set to 1 / 500; the height of the flooded space (9) is H=2D, where D is the diameter of the underground filter pipe (4); t...
Example Embodiment
[0031] Example 3
[0032] A high-efficiency anti-clogging aquifer replenishment device, the structure of which is the same as that of Embodiment 1.
[0033] Among them, the aperture of the circular filter hole (13) d 0 =5 d 50 , Hole spacing L 0 =1.5 d 0 ,among them d 0 Is the diameter of the hole, L 0 Is the distance between round holes, d 50 It is the largest particle diameter when the total screening weight of the rock and soil sample at the location of the water filter tube is 50%. Filter material (7) particle size D 50 = 8 d 50 ,among them D 50 In the composition of the particles of the filter material sieving sample, the cumulative weight of the sieving is 50% of the largest particle diameter, d 50 It is the largest particle diameter where the weight of the source cement sand particles accounts for 50%. The gradient of the underground filter pipe (4) is set to 1 / 600; the height of the flooded space (9) is H=7D, where D is the diameter of the underground filter pipe (4); ...
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