Coupling system of surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in over-exploitation area
An underground pipe network and coupling system technology, applied in watering devices, filtration circuits, separation methods, etc., can solve the problems of not considering the development and utilization of recharged water, waste of water, and reduce filtration efficiency, so as to improve water resources utilization efficiency, The effect of increasing soil moisture content and improving recharge efficiency
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Embodiment 1
[0034] A coupling system for surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in overexploitation areas, which gets rid of the limitation of ditches for water diversion, avoids the engineering quantity and land occupation caused by excavating ditches, and adopts the form of pumping to make water intake More convenient and flexible. It includes water source 1, filter pool 11, underground pipe network, surface drip irrigation 2 and groundwater replenishment.
[0035] The filter tank 11, the water inlet end of the filter tank 11 is connected to the water source 1 through the first centrifugal pump 25 and the first delivery pipeline 26;
[0036] The underground pipe network includes a plurality of interconnected underground water filter pipes 20 arranged in a criss-cross pattern, one end of the underground water filter pipe 20 is connected to the filter tank through the water collection pipe 19, and the other end is connec...
Embodiment 2
[0107] A coupling system for surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in an overexploitation area, the structure and composition of which are the same as those in Embodiment 1.
[0108] In the present embodiment, the filter pool 11 is 5m long, 5m wide, and 3m high, the water level height of the buffer water distribution area 13 is 2m, the height of the filter material 15 is 0.4m, and the thickness of the supporting layer 16 is 0.1m. The height of the space 17 is 0.5m.
[0109] Its aperture d 0 = 3d 50 , hole spacing L 0 = 1.2d 0 , where d 0 is the hole diameter, L 0 is the hole spacing, d 50 It is the maximum particle diameter when the sieved weight of rock and soil samples at the location of the underground water filter pipe is accumulated to 50%. Filter material 15 particle size D 50 =7d 50 ', where D 50 In the particle composition of the filter material sieved sample, the cumulative sieve weight is...
Embodiment 3
[0122] A coupling system for surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in an overexploitation area, the structure and composition of which are the same as those in Embodiment 1.
[0123] In the present embodiment, filter tank 11 is long 6m, wide 6m, and height is among 3m, and the water level height of buffer water distribution area 13 is 2m, and the height of filter material 15 is 0.4m, and the thickness of supporting layer 16 is 0.1m, flooding The height of the space 17 is 0.5m. Circular filter hole 22 diameter d0 = 5d50, hole spacing L0 = 1.5d0, where d0 is the diameter of the circular hole, L0 is the spacing between the circular holes, and d50 is the accumulated weight of the rock and soil samples at the position of the filter pipe when the sieving weight is 50%. Maximum particle diameter. Filter material 15 particle size D50=8d50, where D50 is the maximum particle diameter of 50% of the sieved weight accum...
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