Method for purifying sewage in artificial wet land by northern vertical subcurrent method
A constructed wetland and vertical underflow technology, applied in chemical instruments and methods, biological water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problem of pipeline freezing, vegetation withering, and the artificial wetland treatment system cannot be used in winter. Effectiveness and other issues, to prevent clogging and enhance the effect of purification
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Embodiment 1
[0043] Embodiment 1 A paper mill sewage treatment project implements the technical scheme of the present invention
[0044] The design processing capacity is 600 tons / day (the maximum load capacity is 1000 tons / day), and the total area of constructed wetland is 1400m 2 , divided into two grids, each grid is 700m 2 , the two grids are connected in parallel and respectively enter the water.
[0045]The raw sewage enters the coagulation sedimentation tank through the grid for sedimentation, and then enters the aeration tank for oxygenation and oxidation, and then the pretreated supernatant with COD reduced to below 300mg / L is introduced into the constructed wetland for treatment. Constructed wetland consists of foundation pit 15, cofferdam 1, upper and lower water distribution pipe networks 18, 17, water collection pipes 16, 23, packing layer, microbial community attached to the packing layer and reed 9, foundation pit bottom 2 and cofferdam 1 For reinforcement and anti-seepa...
Embodiment 2
[0061] Embodiment 2 Second paper mill sewage treatment project implements the technical implementation scheme of the present invention
[0062] The design processing capacity is 2000 tons / day (3000 tons / day after 1 year), and the total area of constructed wetland is 3000m 2 , divided into 6 grids, each grid is 500 m 2 , run in parallel, each grid is fed and drained separately. The aspect ratio of each excavated artificial wetland pool is 1:1.1, the pool depth is 1.8m, the slope of the pool bottom 2 is 2%, and it is inclined towards the outlets of the water collecting pipes 16 and 23 . Each constructed wetland adopts the packing layer structure shown in Figure 1 (from bottom to top):
[0063] Large-grained stone layer (thickness 40cm, limestone, particle size 40-80mm) 3;
[0064] Medium-grain gravel layer (thickness 40cm, select bluestone, particle size 20-30mm) 4;
[0065] Large sand layer (thickness 40cm, sand particle size 0.5-2mm) 5;
[0066] Rice stone layer (thickn...
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