A recharge system for rainwater storage and monitoring and its construction method
A rainwater, recharge well technology, applied in chemical instruments and methods, drinking water installations, general water supply conservation, etc., can solve the problem of inability to quickly store rainwater and geological changes, and achieve the effects of reducing difficulty, promoting circulation, and promoting drainage.
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Embodiment 1
[0044] Such as figure 1 with figure 2 As shown, a recharge system for rainwater storage and monitoring (hereinafter referred to as recharge system) of the present invention is built in a rainwater garden. The aforementioned rainwater garden refers to artificially excavated shallow concave green spaces, which are mainly used for gathering and combining Absorb rainwater from the ground, purify rainwater through the comprehensive action of plants and sand, and gradually infiltrate the soil to conserve groundwater. It can be used as an ecologically sustainable rainwater control and rainwater utilization facility. The recharge system of the present invention combines the natural hydrogeological conditions of the rainwater garden to transform the vadose zone and natural aquifer in the soil, and quickly stores the rainwater on the spot; further, it can also perform natural water quality filtering and filtering for rainfall. Biodegradation prevents rainwater from infiltrating into the ...
Embodiment 2
[0057] The content of this embodiment is basically the same as that of embodiment 1, except that: a recharge system for rainwater storage and monitoring of the present invention includes a buried recharge well 100 and a monitoring well 200. The buried recharge well 100 is arranged around the monitoring well 200, and the center distance D between the buried recharge well 100 and the monitoring well 200 is 2m; the number of buried recharge wells 100 is greater than the number of monitoring wells 200, and the buried recharge wells in this embodiment The number of irrigation wells 100 is 5, and the number of monitoring wells 200 is one. The buried recharge well 100 and the monitoring well 200 are located in the same aquifer area.
[0058] The diameter d1 of the reinjection well pipe 110 in this embodiment is 1.1m. The reinjection well pipe 110 is successively provided with an upper seepage section 111, a water diversion section 112 and a lower seepage section 113 from top to bottom, ...
Embodiment 3
[0060] Such as Figure 5 As shown, in the construction method of a recharge system of the present invention, the specific steps of the construction method are as follows:
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