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A biofilm pretreatment device suitable for the purification of polluted raw water

A pretreatment device and biofilm technology, applied in sustainable biological treatment, aerobic process treatment and other directions, can solve the problems of delaying the normal operation of water plants, increasing the difficulty of daily management and maintenance, and single habitat for biofilm operation, so as to improve adhesion Diversity of environmental and microbial species, reducing the risk of disinfection by-products, and overcoming the effect of a single aerobic habitat

Active Publication Date: 2019-08-06
ZHEJIANG OCEAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Aerobic biological aeration tanks usually use a single suspended filler film to carry out biological treatment of raw water under high aeration conditions (almost close to saturated DO level), but due to the large aeration agitation range, not only cannot effectively remove turbidity and COD in raw water Mn , resulting in a single habitat for biofilm operation and increased aeration costs; in addition, the density of suspended fillers in biological aeration tanks is required to be relatively close to the density of water, because the growth of biofilms tends to sink to the bottom of the tank and cannot play a role
Once subjected to load impact or long-term operation at low temperature, it is difficult to maintain long-term stable performance
However, the biofilter carrier has been covered for several months, and it is difficult to start and is limited by the low porosity of the carrier. The large water resistance limits the flow of water and easily causes system blockage, which increases the cost of backwashing. The high frequency of backwashing will easily delay the normal operation of the water plant and increase the difficulty of daily management and maintenance

Method used

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  • A biofilm pretreatment device suitable for the purification of polluted raw water
  • A biofilm pretreatment device suitable for the purification of polluted raw water
  • A biofilm pretreatment device suitable for the purification of polluted raw water

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0034] The effective volume of the reaction device is 2.4m 3 , divided into four processing units 14 by the water inlet and drainage area 2, a screen 20 with a height h1 of 0.1 m is arranged on the top of the partition plate 12, and the mesh aperture of the screen 20 and the flow net 18 is 2 cm. The anti-floating screen 11 is located at a position 10 cm underwater, and the mesh aperture of the screen 11 is 3 cm. The first processing unit 14-1, the second processing unit 14-2, and the third processing unit 14-3 have a ratio of 1:1 between the volume V1 of the lower suspended packing area 6 and the volume V2 of the upper suspended packing area 7, and the lower suspended packing area 6 The volume ratio of the elastic filler 8 and the combined filler 9 is 0.5:1, the distance between the elastic filler 8 and the combined filler 9 is -10 cm, the upper suspended filler area 7 is filled with suspended filler 10, and its density is 0.92 kg / m 3, using suspension ball packing, its diame...

Embodiment 2

[0037] The effective volume of the reaction device is 2.4m 3 , divided into four processing units 14 by the water inlet and drainage area 2, a screen 20 with a height h1 of 0.5 m is arranged on the top of the partition plate 12, and the mesh aperture of the screen 20 and the flow net 18 is 5 cm. The anti-floating screen 11 is located at a position 10 cm underwater, and the mesh aperture of the screen 11 is 5 cm. The ratio of the volume V1 of the lower suspended packing area 6 to the volume V2 of the upper suspended packing area 7 is 2:1, the volume ratio of the elastic packing 8 combined packing 9 arranged in the lower hanging packing area 6 is 3:1, the elastic packing 8 and the combined packing 9 The distance between them is 10cm, and the upper suspended packing area 7 is filled with suspended packing 10, whose density is less than 0.89 kg / m 3 , using suspension ball packing with a diameter of 10cm (more than 30% of the hole diameter of the screen 20 at the top of the floati...

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Abstract

The invention provides a biofilm pretreatment device for polluted raw water purification. The reactor main body is provided with a water inlet pipe, an inlet water drainage area, a sediment sedimentation area, a dredge pipe, a separation net, a hung filler area, a suspension filler area, an elastic filler, a combined filler, a suspension filler, a suspended matter blocking screen, a splitter plate, a drainage plate, a treatment unit, a downstream diversion area, an aeration pipe, an elastic filler zone, an overflowing net and a water outlet pipe. Through combination of different types of fillers and distribution methods, a microbial biofilm attachment environment and microbial type diversity are improved. The biofilm pretreatment device is conducive to systematical, economic and effective removal of nitrogen and organic matters in raw water and reduction of turbidity of the raw water, breaks the limit of biological aeration tank carrier density close to that of water, solves the problem that the suspended biofilm carrier is not easily deposited on the bottom of the reactor and cannot fully perform cleaning effects, improves pollutant removal efficiency, effectively reduces an aeration cost and a running cost of the later raw water treatment process, and reduces a potential disinfection by-product generation risk.

Description

technical field [0001] The invention relates to a biofilm pretreatment device suitable for purifying polluted raw water, belonging to the technical field of raw water biological pretreatment. Background technique [0002] In recent years, with the aggravation of water pollution, the raw water used for tap water treatment has been seriously polluted, and the situation has become increasingly severe. Ammonia nitrogen, organic matter, and turbidity are the main pollutants that pollute raw water. Traditional biological pretreatment techniques include coagulation, sedimentation, filtration, and disinfection. However, the traditional biological pretreatment process cannot effectively remove pollutants in raw water economically and efficiently during the treatment process. Among them, for ammonia nitrogen and dissolved organic matter, the traditional pretreatment process is difficult to deal with, and disinfection by-products are easy to be produced in the subsequent disinfection ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C02F3/02
CPCC02F3/02Y02W10/10
Inventor 阳广凤冯丽娟穆军孙静亚高锋刘俊稚汪婧吕峥晖
Owner ZHEJIANG OCEAN UNIV
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