Distributed domestic sewage integrated treatment device and treatment method
A technology for domestic sewage and treatment devices, applied in biological water/sewage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc. The effect of reducing nitrogen and phosphorus content
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Embodiment 1
[0030] Distributed domestic sewage integrated treatment device, such as figure 1 and figure 2As shown, it comprises a water inlet pipe 13, an aeration device 14 and a housing 1 with an open top, and the inside of the housing 1 is divided into an anaerobic reaction chamber 2 by a first porous partition 5 and a second porous partition 6. The oxygen reaction chamber 3 and the artificial wetland chamber 4, the anaerobic reaction chamber 2 is located below the first porous partition 5 in the shell 1, the anaerobic reaction chamber 2 is equipped with a perforated water pipe 7, the water inlet pipe 13 and the perforated water pipe 7 Connected, the anaerobic reaction chamber 2 is filled with anaerobic filler 9 above the perforated water distribution pipe 7; the aerobic reaction chamber 3 is located between the first porous partition 5 and the second porous partition 6 in the shell 1, and the aerobic The reaction chamber 3 is equipped with an aeration pipe 8, the air inlet end of the...
Embodiment 2
[0038] Example 2 is the same as Example 1, except that the ratio of the cross-sectional areas of the anaerobic reaction chamber 2, the aerobic reaction chamber 3 and the constructed wetland chamber 4 is 1:0.8:1.5; the anaerobic reaction chamber 2 is filled with anaerobic The particle size of the oxygen packing 9 and the anaerobic packing 9 is 1 cm, and the ratio of the thickness of the filling layer of the anaerobic packing 9 to the height of the anaerobic reaction chamber 2 is 0.5:1; the aerobic reaction chamber 3 is filled with a foam block 10, and the foam block 10 It is a polyurethane foam block with a size of 2cm×2cm×2cm. The ratio of the thickness of the filling layer of the foam block 10 to the height of the aerobic reaction chamber 3 is 0.5:1; the artificial wetland chamber 4 is filled with a planting matrix 11, which is pebbles , the aquatic plants 12 are canna, chrysanthemum, water celery and calamus, and the thickness of the planting substrate 11 in the artificial we...
Embodiment 3
[0040] Example 3 is the same as Example 1, except that the ratio of the cross-sectional areas of the anaerobic reaction chamber 2, the aerobic reaction chamber 3 and the constructed wetland chamber 4 is 1:1.2:3; the anaerobic reaction chamber 2 is filled with anaerobic The particle size of the oxygen packing 9 and the anaerobic packing 9 is 10 cm, and the ratio of the thickness of the filling layer of the anaerobic packing 9 to the height of the anaerobic reaction chamber 2 is 0.6:1; the aerobic reaction chamber 3 is filled with a foam block 10, and the foam block 10 It is a polyurethane foam block with a size of 5cm×5cm×5cm. The ratio of the thickness of the filling layer of the foam block 10 to the height of the aerobic reaction chamber 3 is 0.6:1; the artificial wetland chamber 4 is filled with a planting matrix 11 containing Iron ore slag, aquatic plants 12 are chrysanthemum, Siberian iris and calamus, and the thickness of planting substrate 11 in the artificial wetland cha...
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Abstract
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