Recharge system for rainwater storing and monitoring and construction method of system
A technology for rainwater and recharge wells, applied in chemical instruments and methods, drinking water installations, general water supply conservation, etc., can solve problems such as the inability to quickly store rainwater geological changes, and achieve the effects of reducing difficulty, promoting excretion, and promoting circulation
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Embodiment 1
[0044] Such as figure 1 and figure 2As shown, a kind of recharge system (hereinafter referred to as recharge system) for rainwater storage and monitoring of the present invention is built in a rain garden. It absorbs rainwater from the ground, purifies the rainwater through the comprehensive action of plants and sand, and makes it gradually infiltrate into 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 transforms the aerated zone and the natural aquifer in the soil by combining the natural hydrogeological conditions of the rain garden, and quickly stores the rainwater on the spot; furthermore, it can also perform natural water quality filtration and Biodegradation prevents rainwater from infiltrating into the soil and causing secondary pollution to groundwater. The recharge system can also monitor the quality of water recharged into the aquifer ...
Embodiment 2
[0057] The content of this embodiment is basically the same as that of Embodiment 1, the difference is that a recharge system for rainwater storage and monitoring of the present invention includes a buried recharge well 100 and a monitoring well 200, a 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 the buried recharge well 100 is greater than the number of the monitoring well 200. The number of irrigation wells 100 is five, and the number of monitoring wells 200 is one. The buried reinjection well 100 and the monitoring well 200 are in the same aquifer area.
[0058]The diameter d1 of the reinjection well pipeline 110 in this embodiment is 1.1 m, and the reinjection well pipeline 110 is provided with an upper seepage section 111, a water guide section 112, and a lower seepage section 113 in sequence from top to bottom, wherein the upper seepage ...
Embodiment 3
[0060] Such as Figure 5 Shown, the construction method of a kind of recharge system of the present invention, the concrete steps of its construction method are as follows:
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