Variable-permeability underground curtain for preventing seawater invasion and terrestrial source pollution and construction method of variable-permeability underground curtain
A seawater intrusion and construction method technology, which is applied in sea area engineering, water conservancy engineering, infrastructure engineering, etc., can solve the problems affecting the development and utilization of groundwater, the inability to discharge salt water, and the accumulation of pollutants, so as to improve the quality of underground freshwater resources and improve Availability, effects of increasing excretory flux
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Embodiment 1
[0054] Nitrate was selected as the pollutant in a subsurface seawater intrusion area near the ocean at the southern end of the Dagu River Basin in Qingdao City. The total length of the underground aquifer in the study area is 500m, the depth is 50m below sea level, and the bottom boundary of the aquifer is impermeable. The permeability coefficient of the aquifer is 25m / d, the porosity is 0.3, the distance between the underground curtain and the seawater boundary is 50m, the thickness of the wall is 1m, the groundwater level in the aquifer is 1.5m higher than the sea level, and the height of the variable permeability underground curtain is 51.5m , the distance from the nitrate-polluted infiltration zone to the seawater boundary is 200m, the length of the infiltration zone is 270m, the infiltration rate is constant at 1mm / d, and the nitrate concentration is 100mg / L.
[0055] Combined with the hydrological parameters of an underground seawater intrusion area near the ocean at the...
Embodiment 2
[0065] Except that "in the simulation process, the height h1 of the upper water-resisting wall in the variable-permeability underground curtain is set to 20m, and the corresponding value of h1:h2 is 0.63; the permeability coefficient of the lower permeable wall is the permeability coefficient k of the surrounding aquifer respectively. 1 times (the same as the surrounding aquifer medium, equivalent to the underground curtain with only top suspension), 1 / 2 times, 1 / 4 times, 1 / 8 times, 1 / 16 times, 1 / 32 times, 1 / 64 times For the retracement rate of the saltwater wedge when doubled, see the attached image 3 , the enrichment rate of pollutants is shown in the attached Figure 4 " except, other conditions are identical with embodiment 1.
Embodiment 3
[0067] Except that "in the simulation process, the height h1 of the upper water-resistant wall in the variable-permeability underground curtain is set to 25m, and the corresponding value of h1:h2 is 0.94; the permeability coefficient of the lower permeable wall is the permeability coefficient k of the surrounding aquifer respectively. 1 times (the same as the surrounding aquifer medium, equivalent to the underground curtain with only top suspension), 1 / 2 times, 1 / 4 times, 1 / 8 times, 1 / 16 times, 1 / 32 times, 1 / 64 times For the retracement rate of the saltwater wedge when doubled, see the attached image 3 , the enrichment rate of pollutants is shown in the attached Figure 4 " except, other conditions are identical with embodiment 1.
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