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Up-flow anaerobic biological filter bed reactor

An upflow anaerobic and biological filter bed technology, applied in the field of upflow anaerobic biological filter bed reactors, can solve the problems of easy loss of anaerobic sludge, partial flow, poor mass transfer conditions, etc., and improve sewage treatment ability, and the effect of reducing production costs

Inactive Publication Date: 2015-05-27
SHANGHAI JINBUTI ENVIRONMENTAL PROTECTION TECH DEV
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  • Summary
  • Abstract
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  • Application Information

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Problems solved by technology

[0004] However, in the upflow anaerobic sludge bed reactor with the above structure, it is difficult to form granular sludge, and the anaerobic sludge is finely divided and easily lost with air, so there is generally a problem of low storage of anaerobic bacteria.
In addition, short flow and partial flow are prone to occur in the biological mud bed, and the mass transfer conditions are poor, which affects the sewage treatment capacity

Method used

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Embodiment Construction

[0028] In order to make it easy to understand the technical means, creative features, objectives and effects achieved by the present invention, the following embodiments will specifically illustrate the upflow anaerobic biological filter bed reactor provided by the present invention in conjunction with the accompanying drawings.

[0029] Such as figure 1 As shown, the up-flow anaerobic biological filter bed reactor provided in this embodiment includes a cylindrical reactor body 1, and the inside of the reactor body 1 is sequentially provided with a biological mud bed zone, a biological Mud suspension area, and biogas overflow area. Among them, the dotted line 11 is the dividing line between the biological mud bed area and the biological mud suspension area, and the dotted line 12 is the dividing line between the biological mud suspension area and the biogas overflow area.

[0030] Specific, such as figure 1 with figure 2 As shown, the reactor body 1 is provided with a biological m...

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Abstract

The invention discloses an up-flow anaerobic biological filter bed reactor which comprises a reactor body, wherein a biological mud bed area, a biological mud suspension area and a methane overflow area are sequentially arranged in the reactor body from bottom to top; a biological mud circulating system is arranged at the bottom of the biological mud bed area of the reactor body; a floating packing layer is arranged in the biological mud suspension area; and a discharge system is arranged at the top of an upper clarification area of the reactor body. According to the up-flow anaerobic biological filter bed reactor, a balanced water distribution system, a stirring device and a gas striping structure with a complicated structure in the prior art are replaced with the biological mud circulating system, so that sewage is fully mixed with the biological mud to obtain a relatively good mass transfer condition; and the bacteria storage amount of anaerobic biological bacteria is increased by arranging the floating packing layer in the biological suspension area, so that the sewage treatment capacity of the up-flow anaerobic biological filter bed reactor can be effectively improved and maintained for a long period of time.

Description

Technical field [0001] The invention relates to sewage treatment technology, in particular to an upflow type anaerobic biological filter bed reactor. Background technique [0002] The anaerobic biological treatment method is an organic sewage treatment method that uses facultative anaerobes and obligate anaerobes to degrade macromolecular organic matter in sewage into low-molecular organic matter, and then convert it into methane and carbon dioxide. Among them, the upflow anaerobic sludge The bed reactor is a typical structure of anaerobic biological treatment. Compared with other types of anaerobic reactors, the hydraulic residence time of wastewater in the upflow anaerobic sludge bed reactor is shorter, so the required pool capacity is greatly reduced. In addition, the equipment is simple and easy to operate. There is no need to set up sedimentation tanks and biological mud return devices, no need to fill fillers, and no need to set up mechanical stirring devices in the reacti...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F3/28
CPCC02F3/2846Y02E50/30
Inventor 王忠诚李月欣谢宇谢燕龙
Owner SHANGHAI JINBUTI ENVIRONMENTAL PROTECTION TECH DEV
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