A method for covering sanitary landfill of domestic waste in loess area
A technology for domestic waste and loess areas, which is applied in landfill technology, chemical instruments and methods, and solid waste removal. and stability, enhanced microbial activity, and increased organic matter content
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Embodiment 1
[0024] Experimental Group 1:
[0025]Dump the loess in the landfill 6 surface, use a bulldozer to pave the loess flat and compact, form a layer of closed and uniform loess daily cover layer 5 with a thickness of 0.5m, and then plow out the shallow ditch 7 on the surface of the loess cover layer, the section of the shallow ditch 7 is inverted triangle, the bottom depth of the ditch is 0.1m, the spacing of the ditch is 0.3m, the leachate generated by the landfill garbage is laid in the anti-seepage layer 1 under the landfill, the leachate pipe 2 enters the reservoir 3, and the storage is stable to the B / of the leachate by the storage tank 3. C less than 1, the reuse of lifting pump 4 to raise the leachate in the reservoir 3 into the irrigation pipe and sprinkler irrigation to the surface of the loess cover 5.
[0026] The local minimum temperature in the area of the domestic garbage landfill in the present embodiment is about 25 ° C, so the surface load of leachate sprinkler irriga...
Embodiment 2
[0038] Experimental group 2:
[0039] Dump the loess into the surface of the landfill 6, use a bulldozer to pave the loess flat and compact, form a layer of closed and uniform loess daily cover layer 5 with a thickness of 0.4m, and then plow out the shallow ditch 7 on the surface of the loess cover layer, the section of the shallow ditch 7 is inverted triangle, the bottom depth of the ditch is 0.15m, the spacing of the ditch is 0.4m, the leachate generated by the landfill garbage is laid in the anti-seepage layer 1 under the landfill, and the leachate pipe 2 enters the reservoir 3, and is stabilized to the B / of the leachate by the storage tank 3. C less than 1, the reuse of lifting pump 4 to raise the leachate in the reservoir 3 into the irrigation pipe and sprinkler irrigation to the surface of the loess cover 5.
[0040] The local minimum temperature in the area of the domestic garbage landfill in the present embodiment is about 10 ° C, so the surface load of leachate sprinkler...
Embodiment 3
[0052] Experimental group 3:
[0053] Dump the loess into the surface of the landfill 6 in the domestic garbage landfill, pave the loess with a bulldozer to flatten and compact, form a layer of dense and uniform loess middle cover layer 5 with a thickness of 0 .8m, and then plow out the shallow ditch 7 on the surface of the overburden layer, the cross-section of the shallow ditch 7 is inverted triangle, the bottom depth of the ditch is 0.2m, the spacing between the ditches is 0.4m, and the leachate generated by the landfill garbage is laid in the anti-seepage layer 1 under the landfill, and the leachate pipe 2 enters the reservoir 3, and is stabilized to the B / of the leachate by the storage tank 3. C less than 1, the reuse of lifting pump 4 to raise the leachate in the reservoir 3 into the irrigation pipe and sprinkler irrigation to the surface of the loess cover 5.
[0054] The local minimum temperature in the loess area of the domestic waste landfill in the present embodiment i...
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