Vertical-flow artificial wetland treatment system capable of realizing cascade removal of pollutants in wastewater
A technology of artificial wetland and treatment system, which is applied in the direction of water pollutants, biological water/sewage treatment, water/sludge/sewage treatment, etc. It can solve the problems of inability to survive the winter, high cost, and high construction cost, and achieve the goal of increasing soil Porosity, increase phosphorus removal rate, and improve the effect of matrix properties
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Embodiment 1
[0023] This embodiment adopts the vertical flow artificial wetland treatment system of the present invention to realize the cascade removal of pollutants in wastewater. The treatment object is simulated wastewater, and the hydraulic retention time is 24h. The water quality is: TN is 16.2-29.4mg / L, NH 4 + -N is 8.5-17.7mg / L; NO 3 - -N is 2.54-6.25mg / L; NO 2 - -N is 0.05-0.53mg / L; COD is 23-28mg / L; TP is 0.1-0.4mg / L.
[0024] In this embodiment, the designed dimension of the vertical subsurface flow constructed wetland is 0.5m×0.5m×1m in length×width×height, and the constructed wetland system is a brick structure.
[0025] The plants in this embodiment are reeds, tall fescue, ryegrass, and bluegrass mixed planting, and the planting density of reeds is 8 plants / m 2 , Herbaceous plant planting ratio tall fescue: ryegrass: bluegrass = 1:1:2.
[0026] In this embodiment, the sludge bricks are added at 0.1-0.3m below the soil surface.
[0027] In this embodiment, the adding po...
Embodiment 2
[0032] This embodiment adopts the vertical flow artificial wetland treatment system of the present invention to realize the cascade removal of pollutants in wastewater. The treatment object is simulated wastewater, and the hydraulic retention time is 48h. The water quality is: TN is 16.2-29.4mg / L; NH 4 + -N is 8.5-17.7mg / L; NO 3 - -N is 2.54-6.25mg / L; NO 2 - -N is 0.05-0.53mg / L; COD is 23-28mg / L; TP is 0.1-0.4mg / L.
[0033] In this embodiment, the designed dimension of the vertical subsurface flow constructed wetland is 0.5m×0.5m×1m in length×width×height, and the constructed wetland system is a brick structure.
[0034] The plants in this embodiment are reeds, tall fescue, ryegrass, and bluegrass mixed planting, and the planting density of reeds is 10 plants / m 2 , Herb planting ratio tall fescue: ryegrass: bluegrass = 1:1:3.
[0035] In this embodiment, the sludge bricks are added at 0.1-0.3m below the soil surface.
[0036] In this embodiment, the activated sludge and...
Embodiment 3
[0041]This embodiment adopts the vertical flow artificial wetland treatment system of the present invention to realize the cascade removal of pollutants in wastewater. The treatment object is simulated wastewater, and the hydraulic retention time is 72h. The water quality is: TN is 20.2-26.4mg / L; NH 4 + -N is 8.5-17.7mg / L; NO 3 - -N is 2.54-6.25mg / L; NO 2 - -N is 0.05-0.53mg / L; COD is 23-28mg / L; TP is 0.1-0.4mg / L.
[0042] In this embodiment, the designed dimension of the vertical subsurface flow constructed wetland is 0.5m×0.5m×1m in length×width×height, and the constructed wetland system is a brick structure.
[0043] The plants in this embodiment are reeds, tall fescue, ryegrass, and bluegrass mixed planting, and the planting density of reeds is 8 plants / m 2 , Herbaceous plant planting ratio tall fescue: ryegrass: bluegrass = 1:2:3.
[0044] In this embodiment, the sludge bricks are added at 0.1-0.3m below the soil surface.
[0045] In this embodiment, the activated ...
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