Residual water recharge well construction and recharge method based on shallow geothermal utilization
A construction method and technology for recharging wells, which are applied in separation methods, drinking water devices, chemical instruments and methods, etc., can solve the problems of unsatisfactory recharging effects of single wells in recharging wells, and achieve the effect of enhancing the effect of natural recharging.
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Embodiment 1
[0035] Embodiment 1: A kind of residual water recharge well construction method based on shallow geothermal utilization, located in the K3 recharge test well at a certain position in Zhengzhou City, see Figure 1 to Figure 4 , which includes the following steps:
[0036] Step 1: According to the geological and hydrological data of the construction location, according to the stratigraphic structure and groundwater flow direction, determine the location of the well to be located 100m southwest of the intersection and the estimated well depth is 120m.
[0037] Step 2: According to the results of physical exploration wells and the cataloging of drilling cores, it is found that strata from 0 to 72.1m are silt, silty clay, silty sand, calcareous nodules and other formations with relatively poor water permeability, and 72.1m to 120m are water permeable A fine-medium sand layer with good properties. The construction depth of the recharge well is determined to be 120m, and the shortes...
Embodiment 2
[0042] Embodiment 2: A method of recharging residual water based on shallow geothermal utilization, see Figure 5 , which includes the following steps:
[0043] Step 1: Use the water pump to discharge the residual water into the recharge well, and the water head height in the well is higher than the groundwater level of the site, resulting in the pressure difference ΔH between the dynamic water level in the well and the groundwater level of the site, and the well water enters the filter material space through the water filter pipe. The pressure difference ΔS between the head pressure and the groundwater of the site is caused in the filter material space.
[0044] Step 2: Control the amount of water pumped by the water pump until the recharge water level does not rise and remains stable, ensuring that ΔH>ΔS.
[0045] Step 3: The water surface of the recharge well rises to the ground level and is still not stable. At this time, the pressurized pump is turned on for pressurized ...
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