Micro-aerated biological filter

A biological filter and micro-aeration technology, applied in sustainable biological treatment, biological water/sewage treatment, water/sewage multi-stage treatment, etc., can solve the problems of long biochemical reaction time, complicated operation process, large equipment investment, etc. , to achieve the effect of less operators, small pool capacity and high degree of automation

Inactive Publication Date: 2009-12-09
无锡强工机械工业有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] Most of the above treatments have the following problems: the biochemical reaction takes a long time, the equipment investment is relatively large, the floor area is large, the operation process is quite complicated, and the operation cost is relatively high

Method used

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  • Micro-aerated biological filter

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Embodiment Construction

[0018] As shown in the figure: a micro-aerated biological filter, including a first filter 20 and a second filter 21, is characterized in that: a sewage inlet pipe 1 is set on the first filter 20, and a sewage inlet pipe 1 is set in the first filter 20 Filtration chamber 18, several bamboo tubes 11 parallel to each other are vertically arranged in the said filtration chamber 18, the bottom of each bamboo tube 11 communicates with the bottom of the first filter tank 20, and the top of each bamboo tube 11 communicates with the bottom of the first filter tank 20. The overflow tank 3 above the 20 is communicated; the biochemical bed 10 that can be moved out or moved in is set in the second filter tank 21, and block-shaped filter material is placed in the described biochemical bed 10, in the second filter tank 21 below the biochemical bed 10 Aeration head 9 is set, drainpipe 6 is set in the second filter tank 21 above the biochemical bed 10; in the second filter tank 21, the diversi...

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Abstract

The invention relates to an organic waste water treatment technology, in particular to a micro-aerated biological filter. According to the technical proposal provided by the invention, the micro-aerated biological filter comprises a first filter and a second filter, which is characterized in that: the first filter is thereon provided with a sewage import pipe and is internally provided with a filter chamber which is vertically provided with a plurality of bamboo tubes which are parallel to each other, the bottom end of each bamboo tube is communicated with the bottom of the first filter, and the top end of each bamboo tube is communicated with an overflow tank of the first filter; the second filter is internally provided with a biological bed which can be moved out or moved in, a massive filter material is placed in the biological bed, the second filter below the biological bed is internally provided with an aeration head, and the second filter above the biological bed is internally provided with a drain pipe; the second filter is internally provided with a flow guiding chamber which guides waste water to the bottom of the biological bed, and the flow guiding chamber is communicated with the overflow tank. The invention shortens biological reaction time, reduces equipment investment and simplifies operation process.

Description

technical field [0001] The invention relates to a technology for treating organic waste water, in particular to a micro-aerated biological filter. Background technique [0002] Schematic diagram of micro-aerated biological filter technology treatment process: waste water tank → water pump → micro-aerated biological filter → micro-aerationbiodegradation → backwash pump → effluent reuse or discharge. [0003] Mechanism of hydrolysis process of micro-aerated biological filter: The biochemical treatment method in the sewage treatment process is the main method to treat organic wastewater. The hydrolysis process is one of the newly developed processes. It refers to the complex The decomposition of organic matter into simpler compounds. Among them, the catalytic reaction efficiency of the enzyme is 106-1013 times higher than that of the non-enzyme reaction, and the above reaction is carried out under the condition of anoxic. The difference between hydrolysis process and anaer...

Claims

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Application Information

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IPC IPC(8): C02F9/14C02F3/30C02F3/10C02F3/34
CPCY02W10/10
Inventor 强光初
Owner 无锡强工机械工业有限公司
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