Efficient economic subtropical rural domestic sewage purification constructed wetland vegetation system
A domestic sewage and constructed wetland technology, applied in biological water/sewage treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc. protection, lack of effective management and protection of artificial wetlands, etc., to achieve the effects of sewage treatment, increase farmers' income, and reduce follow-up management and maintenance costs
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Embodiment 1
[0024] see Figures 1 to 4, an efficient and economical subtropical rural domestic sewage purification artificial wetland plant system, including a wetland body, the body is provided with a first plant area 1, a second plant area 2, a filter tank 3, a third plant area 4, and a purification tank 5 and the sump 6, the first plant area 1 and the second plant area 2 are respectively connected with the filter tank 3, the filter tank 3 is connected with the third plant area 4, and the third plant area 4 is connected with the purification tank 5, so The purification tank 5 communicates with the sump 6; the water flow front end of the first plant area 1 and the second plant area 2 is provided with a water control device 7; the first plant area 1, the second plant area 2 and the third plant area 4 Both are provided with a green kelp area 11 and a celandine area 12. In this embodiment, in the direction of the water flow, the first plant area 1 and the second plant area 2 are respectivel...
Embodiment 2
[0028] The difference between the present embodiment and the embodiment 1 is that the area ratio of the green kelp area 11 and the celandine area 12 is 1:0.5. The filter tank 3 is sequentially provided with a vermiculite layer 301 and a gravel layer 302 in the direction of the water flow. The thickness of the vermiculite layer 301 is 5 cm, and its particle size is 2 to 3 cm. Its particle size is 1 to 2 cm.
[0029] The purification tank 5 is provided with a pebble layer 501, a rice husk layer 502 and a volcanic rock layer 503 in order in the direction of the water flow. The thickness is 1 cm, the thickness of the volcanic rock layer 503 is 8 cm, and the particle size thereof is 0.5-1 cm.
Embodiment 3
[0031] The difference between the present embodiment and the embodiment 1 is that the area ratio of the green kelp area 11 and the celandine area 12 is 1:1.5. The filter tank 3 is sequentially provided with a vermiculite layer 301 and a gravel layer 302 in the direction of the water flow. The thickness of the vermiculite layer 301 is 10 cm, and its particle size is 2 to 3 cm. The thickness of the gravel layer 302 is 5 cm, Its particle size is 1 to 2 cm. The purification tank 5 is sequentially provided with a pebble layer 501, a rice husk layer 502 and a volcanic rock layer 503 in the direction of the water flow. The thickness is 3 cm, the thickness of the volcanic rock layer 503 is 12 cm, and the particle size thereof is 0.5-1 cm.
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