Method and apparatus for promoting aerobic sludge flocculation and granulation
An aerobic sludge and granulation technology, which is applied in the field of environmental engineering, can solve the problems of loose sludge structure and poor settlement performance, and achieve the effects of solving sludge bulking, accelerating the formation of granular sludge, and increasing collision compression
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example 1
[0019] Example 1: if figure 1 and image 3 As shown, one side of SBR1 is provided with a partition wall 2 and a partition 3, the partition 3 is vertically fixed on the partition wall 2, and a cone group 4 is added between the partitions 3, and the cone group 4 is fixed by the cone group fixing frame 5 On the partition 3 , a pusher 6 is provided on one side of the partition wall 2 . The operation process is that in the stage of SBR1 aeration treatment of sewage, under the push of the propeller 6, the water flow passes through the partition 3, and a swirling flow is generated in the partition 3, driving the sludge to rotate in the cone group 4, and in the cone group 4 Rolling and compressing on the wall of group 4, at this time, through the swirl action and the increased hydraulic action of cone group 4, not only the probability of sludge collision is increased but also the effective collision is improved, and the extracellular polymers are strengthened in sludge coagulation, f...
example 2
[0021] Example 2: if figure 2 and image 3 As shown, different from Example 1, the top of the cone group 4 is provided with a stirring blade 8, the motor 12 is fixed by the motor bracket 13, and one end of the transmission shaft 11 is supported by the transmission shaft bracket 7, and the motor 12 drives the transmission shaft 11 to rotate, and the transmission shaft 11 The direction-changing gear set 10 drives the stirring shaft 9 to rotate, and the stirring shaft 9 drives the stirring blade 8 to rotate. The mechanical stirring can ensure sufficient swirl effect and controllability of the swirl effect.
example 3
[0022] Example 3: if Figure 4 As shown, the difference from Example 1 is that the invention is applied in a continuous flow aerobic tank 14 rather than intermittently operated SBR1, and the continuous entry of water at the water inlet 15 and the continuous outflow of the water outlet 16 make the pool Propeller 6 may not be provided to generate water flow moving in the horizontal direction.
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