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

Pending Publication Date: 2020-09-18
陆伟东 +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1. The energy consumption of the submersible stirring motor is high during operation, which virtually increases the operating cost of the sewage treatment plant;
[0005] 2. Since the submersible mixing motor is installed at the bottom of the pool, it is subject to strong water body and biological corrosion, and the sewage treatment plant needs to maintain it irregularly, which increases the maintenance cost of the equipment

Method used

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  • VFL (vertical flow labyrinth) water flow structure, device, system and method for sewage treatment
  • VFL (vertical flow labyrinth) water flow structure, device, system and method for sewage treatment
  • VFL (vertical flow labyrinth) water flow structure, device, system and method for sewage treatment

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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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Abstract

The invention provides a VFL water flow structure for sewage treatment. The VFL water flow structure for sewage treatment is a bent flow channel water flow structure and comprises a flow guide wall structure positioned in a sewage treatment tank, and the lower end of the flow guide wall structure is fixedly connected with the bottom of the sewage treatment tank. The flow guide wall structure divides the sewage treatment tank into an anaerobic zone, an anoxic zone and an aerobic zone which are connected in sequence, and a flow guide channel is arranged between the front end of the anaerobic zone and the front end of the aerobic zone. A sewage flow guide structure is arranged in the flow guide channel, the sewage flow guide structure comprises a plurality of first flow guide plates and second flow guide plates, which are arranged at intervals, and the first flow guide plates and the second flow guide plates divide the flow guide channel into a plurality of sequentially-communicated multi-grid areas. The lower portion of each first flow guide plate is provided with a lower penetrating channel. The lower end of each second guide plate is fixedly connected with the bottom of the sewagetreatment tank, and an upper sewage crossing channel is formed in each second guide plate. The water flow structure has the advantages of being low in cost, simple in structure, convenient to use, free of electromechanical equipment and convenient to maintain and overhaul.

Description

technical field [0001] The invention relates to the technical field of sewage treatment, in particular to a VFL vertical flow labyrinth water flow structure, device, system and method for sewage treatment. Background technique [0002] At present, the activated sludge method is widely used in sewage treatment, AO process, A 2 The O process is widely used. The sewage needs to pass through the anaerobic pond, the anoxic pond and the aerobic pond in turn, and the activated sludge contained in the sewage treatment pond is used to biodegrade the organic pollutants in the sewage. During the sewage treatment process, it is necessary to maintain the suspension of activated sludge and prevent it from settling to the bottom of the tank. Generally, an aeration pipe is usually installed in the aerobic tank to supplement the required dissolved oxygen for the aerobic tank, and at the same time use the air bubbles generated by aeration to disturb the sludge. Keep activated sludge in suspe...

Claims

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Application Information

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IPC IPC(8): C02F3/30
CPCC02F3/301C02F3/308C02F2203/006C02F2303/14
Inventor 崔维涛王坤陆伟东
Owner 陆伟东
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