Polluted water ecological treatment composite process
A technology of ecological treatment and combined process, applied in the direction of biological water/sewage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., can solve the problems of limited application range, limited application of treatment system area, and achieve small footprint effect
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Embodiment 1
[0017] The treatment object is typical domestic sewage, COD280mg / L, BOD120mg / L, using figure 1 process shown. The sewage passes through the regulating tank (grid, grit chamber), and is lifted by the water pump to the floating biological bed system for pretreatment. The effluent of the floating biological bed enters the sedimentation tank, and the effluent of the sedimentation tank enters the horizontal subsurface flow to construct a wetland system. After the sludge is concentrated, it is removed ( Part of the sludge can be lifted by the water pumping station and enter the floating biological bed system again).
[0018] During the pretreatment process, the plant growth season (summer) adopts the operation mode of primary treatment and intermittent aeration, only to ensure that the floating biological bed filler reaches a suspended state. The floating biological bed system is characterized by an air-to-water ratio of 3:1, which can remove More than 1 / 3 of COD in sewage Cr , CO...
Embodiment 2
[0023] The difference from Example 1 is that the plant species in the constructed wetland in this example is Zizania.
[0024] The plant growth season (summer) adopts the operation mode of primary treatment and intermittent aeration, only to ensure that the floating biological bed filler reaches a suspended state, and the air-water ratio of the floating biological bed system is 4:1; non-plant growth season (winter) increases the aeration. Air volume (the air-water ratio of the floating biological bed system in this embodiment is 10:1).
[0025] The sewage treated by the floating biological bed enters the composite subsurface flow wetland with the combination of horizontal flow and vertical flow. The wetland system is composed of sub-clay layer, sand layer, 6 layers of gravel filler layers with different particle sizes and anti-seepage layer. The diameters of the lower six layers of gravel are 20-25, 5-10, 10-15, 15-20, 20-25, and 25-30 millimeters respectively.
[0026] Its e...
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