This invention proposes an artificial
groundwater recharge
system, comprising a
surface water source, an infiltration channel, a multi-stage
filtration and recharge unit, and an anti-clogging unit. The infiltration channel connects the
surface water source and the multi-stage
filtration and recharge unit, with a length 2.5 to 4.0 times the straight-line distance, and is arranged in a tortuous pattern. A grid structure is installed at the front end of the infiltration channel. The multi-stage
filtration and recharge unit includes at least a filter, multiple filter
layers, a well, and multiple annular
filter media layers, with the top of the annular
filter media layers lower than the top plate of the confined
aquifer. The anti-clogging unit includes a controller, an
electric control valve, and a pumping
pipe. The
electric control valve and the pumping
pipe are respectively connected to the controller. The
electric control valve is located between the filter and the filter layers. The pumping
pipe is located inside the well, and its outlet is connected to the
surface water source. Pressure sensors and flow sensors on the well wall are communicatively connected to the controller. This invention achieves coordinated recharge of deep and shallow
groundwater, improves water
resource utilization efficiency, and simultaneously enhances filtration efficiency and reduces the risk of clogging.