Vacuum negative-pressure medicine injection and polluted soil in-situ compulsive leaching method and device
A technology of vacuum negative pressure and polluted soil, applied in the field of polluted soil treatment, can solve problems such as difficulty in adopting, restricting popularization and application, etc.
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Embodiment 1
[0029] The original site of a factory is clay, with a permeability coefficient of 3.78 10-6cm / s; a moisture content of 42%; it has been polluted by polychlorinated biphenyls (PCBs), the content of PCBs in the soil is 47mg / kg, and the depth of the contaminated soil reaches 7m. It is planned to use iron-palladium bimetallic nanoparticles for dechlorination and harmless treatment of polluted soil, and adopt the vacuum negative pressure agent injection technology of the present invention.
[0030] On the polluted site, insert a strip-shaped working body with an insertion depth of 8m; the distance between each row of working bodies is 100cm, and the distance between each working body in each row is 100cm; the adjacent working bodies in each row of working bodies are respectively connected to a vacuum negative pressure source And the liquid supply source, the adjacent working bodies in each column of working bodies are also connected to the vacuum negative pressure source and the liq...
Embodiment 2
[0034] The polluted soil under the chromium slag dump discharged from the chromium salt production workshop of a former chemical plant is silty clay with a permeability coefficient of 7.2410-5cm / s and a moisture content of 36%. In the dry matter, the total Cr content is 21036 (mg / kg), and the Cr (VI) content is 3464 (mg / kg); pH=10.9; the depth of the contaminated soil reaches 5m. Adopt the technology of the present invention to carry out vacuum negative pressure forced rinsing and decontamination treatment.
[0035] On the polluted site, insert strip-shaped working bodies with an insertion depth of 8m; the distance between the working bodies in each row is 100cm, and the distance between the working bodies in each row is 30cm; the working bodies in each row are arranged in parallel and staggered by 15cm in parallel. The strip-shaped working body rows connected to the vacuum negative pressure source and the strip-shaped working body rows connected to the liquid supply source ar...
Embodiment 3
[0039] An airport in the western region is built on a saline soil foundation. After many years of use, due to the migration of salt with groundwater, it is enriched in the soil layer under the runway and the road surface of the airport. Due to the crystallization and expansion of salt, the runway and the field are uneven, and the situation continues to deteriorate. Affect the normal use of the airport. In order to restore the smoothness of the runway and the track, the technology of the present invention is used to perform forced salt washing and grouting.
[0040] For the uplifted area of the tunnel, the salt content is estimated according to the uplift. In each uplift area, drill holes on the pavement surface with a diameter of 2cm and a depth of 5m. Rod-type working body B is adopted, the diameter of the water guide pipe with a built-in pipe wall is 1cm, and the outer diameter of the corrugated pipe with many small holes in the pipe wall of the jacket is 2cm; the workin...
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