VFL (vertical flow labyrinth) water flow structure, device, system and method for sewage treatment
A technology for sewage treatment and sewage treatment tank, which is applied in biological treatment devices, biological water/sewage treatment, water/sludge/sewage treatment, etc. It can solve the problem of high energy consumption, strong water and biological corrosion, and increase equipment maintenance costs and other problems, to avoid blockage, ensure the treatment effect, and ensure the effect of the effect
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Embodiment 1
[0046] Please refer to figure 1 As shown, a VFL vertical flow labyrinth water flow structure for sewage treatment, the VFL vertical flow labyrinth water flow structure is applied in the biochemical sewage treatment device, in this embodiment, the VFL vertical flow labyrinth water flow structure includes a water flow structure located in the sewage treatment pool 1 The inner diversion wall structure 2, the lower end of the diversion wall structure 2 is fixedly connected with the bottom of the sewage treatment tank 1. The diversion wall structure 2 is used to divide the sewage treatment pool 1 to form an anaerobic zone, anoxic zone, and aerobic zone 3 connected in sequence, and a diversion channel 4 is provided between the front end of the anaerobic zone and the front end of the aerobic zone 3 .
[0047] Such as figure 1 As shown, the sewage diversion channel 4 is provided with a sewage diversion structure 5, the sewage diversion structure 5 includes a plurality of first deflec...
Embodiment 2
[0059] Generally speaking, the shapes of sewage treatment tanks 1 of biochemical sewage treatment devices of different enterprises, different geographical environments, and different sewage treatment requirements are different. In order to make the diversion wall structure 2 suitable for different sewage treatment tanks 1, the diversion wall structure 2 Dividing the sewage treatment pool into the anaerobic zone, anoxic zone, and aerobic zone 3. The diversion channel 4 is suitable for various biochemical sewage treatment devices. This embodiment designs the diversion wall structure 2 in embodiment 1 .
[0060] In one design of the deflector wall structure 2, such as Figure 2 to Figure 4 As shown, the diversion wall structure 2 is located in the sewage treatment tank 1, and the diversion wall structure 2 is a closed-loop structure diversion wall, and the closed-loop structure diversion wall does not contact the side wall of the sewage treatment tank. Such as Figure 2 to Figu...
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