Method of proceeding percolate treatment using ventilation buring layer
A leachate and landfill technology, which is applied in the treatment of polluted groundwater/leachate, sustainable biological treatment, aerobic and anaerobic process treatment, etc. Complexity and other issues, to achieve the effect of reducing implementation costs, implementing cost control, and improving feasibility
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Embodiment 1
[0024] The implementation method in the new landfill is as follows:
[0025] The first step is to select the first landfill unit in the landfill area as a special ventilated leachate treatment unit. The effective landfill depth of this unit should be greater than 3m, but not greater than 6m; The daily average value of the year in which the landfill is expected to produce the largest amount of leachate (V max ) determined, the relationship between the two is V max / S=0.02~0.04.
[0026] The plane area of the special leachate treatment unit is less than 4000m2 2 , there is no need to divide the unit, if the total area is greater than 4000m 2 , the unit needs to be partitioned, but the area of each partition should not be less than 2000m2 2 . The meaning of zoning is: different zones are separated by earth dams covered with waterproof cushioning materials, leachate in each zone is collected and recharged independently, and ventilation and gas collection piping systems sh...
Embodiment 2
[0038] Implementation methods in established landfills:
[0039] Firstly, the storage pool should be separated or rebuilt to form a general storage area and a processing unit storage area with a capacity that meets the requirements (specifically the same as in Embodiment 1). Then, build a special-purpose ventilation treatment unit. If the unit is arranged in an area that has not yet been landfilled in the site, its construction method is consistent with Embodiment 1 in the aforementioned new landfill. After excavating old garbage that has been buried for more than 3 years, it will be refilled into this unit, so that the garbage in this unit does not need to be accelerated and stabilized, but can be directly used to treat the leachate generated in the site; if the unit must be installed in the site In addition to laying a layer of graded gravel (5-15mm) with a thickness of 0.1m on the garbage layer, instead of the aforementioned groundwater drainage layer 2, and at the same tim...
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