A hydraulic tidal flow variable displacement artificial wetland and a process for using the artificial wetland to treat sewage
A technology of artificial wetland and tidal flow, applied in biological water/sewage treatment, water/sludge/sewage treatment, sustainable biological treatment, etc., to achieve the effect of enhanced treatment efficiency and weakened treatment efficiency
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Embodiment 1
[0145] Using the artificial wetland system of this embodiment, a centralized domestic sewage treatment station is built in a rural area, and an alternate parallel system is used to set up two sets of parallel connections. The wetland main body of the tidal flow displacement wetland is divided into 4 grids, and the first grid water inlet distribution point is opened. , the second grid drainage point, close the first grid reoxygenation to make the anaerobic zone, open the second, third, and fourth grid reoxygenation, and do a good job of the oxygen zone.
[0146] Treat 100 farmer households, about 400-500 people, with an average daily sewage volume of 40-50m 3 / d, influent COD is 300-400mg / L, BOD is 200-250mg / L, NH 3 -N is 35mg / L, TN is 40mg / L. After treatment, the COD of the total discharge outlet water is 25-40mg / L, the BOD is 5-8mg / L, and the NH 3 -N is 1 ~ 8mg / L, TN is 10 ~ 12mg / L, which is below the first-class A limit of the urban sewage discharge standard, and the treat...
Embodiment 2
[0149] With the constructed wetland system of this embodiment, a part of the river water is diverted from the upstream of a small river to the downstream, the lifting pump is omitted, and the hydraulic tidal flow variable displacement constructed wetland ecological restoration process is adopted, and single-process operation is adopted, and the tidal flow displacement of the wetland is improved. The main body of the wetland is divided into 8 grids. Open the second and fifth grids for water distribution points, the third and sixth grids for drainage points, close the first, second, fifth, and sixth grids for reoxygenation, and open the third, fourth, and seventh grids. , Eight grid reoxygenation, do a good job in the oxygen zone.
[0150] The hourly treatment water volume is about 10~50m 3 / h, the influent water quality BOD is 8~12mg / L, NH 3 -N is 3~4mg / L, TN is 4~6mg / L, which belongs to the water body inferior to Class V. After treatment, the effluent BOD is 1-4mg / L, NH 3 -...
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