A method based on variable pressure gradient to achieve rapid reduction of pollutants in domestic sewage in a short time
A domestic sewage and variable pressure technology, applied in the direction of biological water/sewage treatment, sustainable biological treatment, chemical instruments and methods, etc., can solve the problems of slow effect, long time of domestic sewage, etc., achieve good effect and fast decontamination speed , the effect of not easy to leak
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specific Embodiment approach 1
[0014] Specific implementation mode 1: This implementation mode is based on the method of quickly reducing pollutants in domestic sewage in a short time under variable pressure gradient, and proceeds according to the following steps:
[0015] Take the domesticated aerobic activated sludge, mix it with sewage evenly, pour it into the high-pressure reaction kettle, and the air compressor supplies oxygen to the high-pressure reaction kettle. By adjusting the opening degree of the high-pressure reaction kettle exhaust valve, the adjustment unit is 0.1MPa. Control the gas pressure in the reactor to make it run under seven gradient pressure conditions of 0.1, 0.2, 0.3, 0.4, 0.5, 0.6 and 0.7MPa in sequence. Each pressure state runs for 15 minutes, and one operation cycle is 105 minutes in total. After the operation cycle is over, the pressure is released, and the sludge is discharged from the water outlet, and it will continue to be used in the next operation cycle.
specific Embodiment approach 2
[0016] Embodiment 2: The difference between this embodiment and Embodiment 1 is that the domesticated aerobic activated sludge is the sludge in the aerobic reaction tank in the denitrification and phosphorus removal process, and the sludge MLSS is 2.5-3g / L. Others are the same as in the first embodiment.
specific Embodiment approach 3
[0017] Specific embodiment three: the difference between this embodiment and specific embodiment one is: the aerobic activated sludge of described domestication is the sludge in the aerobic reaction tank in the denitrification and dephosphorization process, and the sludge MLSS is 2.8g / L. Others are the same as in the first embodiment.
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