CN204198565U - The biochemical filter tank of a kind of gac - Google Patents

The biochemical filter tank of a kind of gac Download PDF

Info

Publication number
CN204198565U
CN204198565U CN201420676913.0U CN201420676913U CN204198565U CN 204198565 U CN204198565 U CN 204198565U CN 201420676913 U CN201420676913 U CN 201420676913U CN 204198565 U CN204198565 U CN 204198565U
Authority
CN
China
Prior art keywords
filter tank
gac
tank body
biochemical
bed course
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420676913.0U
Other languages
Chinese (zh)
Inventor
洪章源
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
LONGYAN QINGCAOYUAN ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd
Original Assignee
LONGYAN QINGCAOYUAN ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by LONGYAN QINGCAOYUAN ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd filed Critical LONGYAN QINGCAOYUAN ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd
Priority to CN201420676913.0U priority Critical patent/CN204198565U/en
Application granted granted Critical
Publication of CN204198565U publication Critical patent/CN204198565U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model discloses the biochemical filter tank of a kind of gac, comprise filter tank body, described filter tank body bottom portion is provided with rising pipe and backwash water inlet pipe, and filter tank bodies top is provided with water inlet pipe, the first backwash water shoot, vapor pipe; It is characterized in that: in described filter tank body, be provided with porous water distributor, felt layers, active carbon layer, quartz sand layer, pebbles bed course, porous water distributor from top to bottom successively, described pebbles bed course is provided with aerated conduit, and aerated conduit is provided with solarization air cap.The biochemical filter tank of gac described in the utility model, effectively can remove the water body organic or inorganic pollutent such as SS, COD, BOD, nitrated, denitrogenation, dephosphorization, removal AOX.

Description

The biochemical filter tank of a kind of gac
Technical field
The utility model relates to sewage treatment area, particularly the biochemical filter tank of a kind of gac.
Background technology
Biochemical filter tank is with soil self-purification principle for foundation, and on the practical basis of sewage irrigation, the artificial bio-membrane's treatment technology grown up through more original intermittent sand filtration pond and contact filter is a kind of novel biomembrance process sewage treatment process.Existing biochemical filter tank ubiquity the shortcomings such as water distribution weak effect, Biofilm Colonization weak effect, sewage water filtration effect be bad.
Summary of the invention
For the problems referred to above, the purpose of this utility model is effectively to improve biochemical filter tank water distribution efficiency, improves the biomembranous biofilm effect in filter tank, improves the biochemical filter tank of gac of wastewater treatment efficiency.
For achieving the above object, the technical scheme that the utility model proposes is: the biochemical filter tank of a kind of gac, comprise filter tank body, described filter tank body bottom portion is provided with rising pipe and backwash water inlet pipe, and filter tank bodies top is provided with water inlet pipe, the first backwash water shoot, vapor pipe; It is characterized in that: in described filter tank body, be provided with porous water distributor, felt layers, active carbon layer, quartz sand layer, pebbles bed course, porous water distributor from top to bottom successively, described pebbles bed course is provided with aerated conduit, and aerated conduit is provided with solarization air cap.
Preferably, described felt layers is also provided with the second backwash water shoot.
Adopt technique scheme, the biochemical filter tank of gac described in the utility model, effectively can remove the water body organic or inorganic pollutent such as SS, COD, BOD, nitrated, denitrogenation, dephosphorization, removal AOX.
Accompanying drawing explanation
Fig. 1 is the biochemical filter tank structure schematic diagram of gac described in the utility model.
Embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
As shown in Figure 1, the biochemical filter tank of gac described in the utility model, comprise filter tank body 10, be provided with rising pipe 104 and backwash water inlet pipe 105 bottom filter tank body 10, filter tank body 10 top is provided with water inlet pipe 101, first backwash water shoot 102, vapor pipe 103; The first porous water distributor 11, felt layers 12, active carbon layer 13, quartz sand layer 14, pebbles bed course 15, second porous water distributor 16 is provided with from top to bottom successively in filter tank body 10, described pebbles bed course 15 is provided with aerated conduit 106, aerated conduit 106 is provided with solarization air cap, felt layers 12 is also provided with the second backwash water shoot 107 simultaneously.
Adopt aforesaid way, in the biochemical filter tank of gac described in the utility model, felt has very strong filter effect; Porous water distributor is by uniform for sewage water distribution effect; Gac has absorption, biological degradation double effects; Double filtering layer (quartz sand layer, pebbles bed course) integrates filtration and biological degradation; The unnecessary mud in biochemical filter tank is discharged by back flushing, promotes the new city metabolism of microorganism.Being particularly the biochemical filter tank of filtrate with gac, is using gac as biofilm carrier, utilizes the adsorption of gac and biomembranous Degradation, removes a kind of novel method of the biodegradable organic pollutant in water.
During concrete use, sewage is intake by upper end, biochemical filter tank water inlet pipe, evenly be covered with in the body of whole biochemical filter tank under the effect of porous water distributor, first sewage flow through felt layers, due to the filteration of felt, by suspended substance removal thick in sewage, prevent too fast saturated of follow-up charcoal absorption; At active carbon layer, gac is a kind of porousness carbon containing matter, has flourishing microporous structure and huge specific surface area, can by many chemical adsorbs on its surface; Water after charcoal absorption enters into the double filtering layer be made up of quartz sand layer and pebbles bed course, microbial film is grown above filtrate, COD, BOD in sewage produce degraded at this, ammonia nitrogen produces nitrated degraded, the filteration of filtrate has retained the suspended substance in water simultaneously, makes filter tank have extraordinary effluent quality; After for some time is run in filter tank, need to carry out back flushing to filter tank, filter material layer and the unnecessary active sludge of active carbon layer are got rid of timely, is beneficial to microorganism better metabolic.
Although specifically show in conjunction with preferred embodiment and describe the utility model; but those skilled in the art should be understood that; not departing from the spirit and scope of the present utility model that appended claims limits; in the form and details the utility model is made a variety of changes, be protection domain of the present utility model.

Claims (2)

1. the biochemical filter tank of gac, comprise filter tank body, described filter tank body bottom portion is provided with rising pipe and backwash water inlet pipe, and filter tank bodies top is provided with water inlet pipe, the first backwash water shoot, vapor pipe; It is characterized in that: in described filter tank body, be provided with porous water distributor, felt layers, active carbon layer, quartz sand layer, pebbles bed course, porous water distributor from top to bottom successively, described pebbles bed course is provided with aerated conduit, and aerated conduit is provided with solarization air cap.
2. the biochemical filter tank of a kind of gac according to claim 1, is characterized in that: described felt layers is also provided with the second backwash water shoot.
CN201420676913.0U 2014-11-13 2014-11-13 The biochemical filter tank of a kind of gac Expired - Fee Related CN204198565U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420676913.0U CN204198565U (en) 2014-11-13 2014-11-13 The biochemical filter tank of a kind of gac

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420676913.0U CN204198565U (en) 2014-11-13 2014-11-13 The biochemical filter tank of a kind of gac

Publications (1)

Publication Number Publication Date
CN204198565U true CN204198565U (en) 2015-03-11

Family

ID=52656548

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420676913.0U Expired - Fee Related CN204198565U (en) 2014-11-13 2014-11-13 The biochemical filter tank of a kind of gac

Country Status (1)

Country Link
CN (1) CN204198565U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107892384A (en) * 2017-11-14 2018-04-10 东华大学 A kind of industrial wastewater iron growth-promoting thing removes carbon dephosphorization advanced treatment process and device
CN108128887A (en) * 2018-01-19 2018-06-08 北京师范大学 Absorption and the integrated reactor assembly of biological nitration

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107892384A (en) * 2017-11-14 2018-04-10 东华大学 A kind of industrial wastewater iron growth-promoting thing removes carbon dephosphorization advanced treatment process and device
CN107892384B (en) * 2017-11-14 2021-06-18 东华大学 Advanced treatment process and device for promoting biological carbon and phosphorus removal of industrial wastewater by iron
CN108128887A (en) * 2018-01-19 2018-06-08 北京师范大学 Absorption and the integrated reactor assembly of biological nitration

Similar Documents

Publication Publication Date Title
Shih et al. The effect of water purification by oyster shell contact bed
CN104098231A (en) Immobilized microorganism constructed wetland system
CN204324990U (en) Be applicable to the multi-stage biological filter tank-ecological pond purification system into lake landscape water body
CN103880193B (en) Build the method for vertical current constructed wetland processing breeding wastewater based on waterworks sludge
CN101973667B (en) Combination process and device for deep purification of contaminated surface water
CN203768124U (en) Ecological filter for micro-polluted water treatment
CN102249400B (en) Device for ecologically restoring natural water body in situ
CN104098232A (en) Assembled aerobiotic and anaerobic artificial wetland system
CN104591408B (en) Up-flow biological pretreatment filter tank
WO2020133930A1 (en) High-efficiency biodegradation filter reactor and method using same for treating polluted water
CN204198565U (en) The biochemical filter tank of a kind of gac
CN104098173A (en) Biological aerated filter provided with suspended bed
CN204737846U (en) Handle agriculture non -point source pollution's perpendicular constructed wetland system of upwelling
CN106517677B (en) Quality of reclaimed water landscape water body keeps structure
CN105621786A (en) Upwelling vertical constructed wetland system for treating agricultural non-point source pollution
CN101306869A (en) Modified zeolite biological filter process method for waste water and landscape water and apparatus
CN104085993B (en) A kind of constructed wetland device
CN105753271A (en) Biological filter-biological contact oxidation-steel slag absorption sewage treatment system and method for sewage treatment by utilizing system
CN103159317A (en) Artificial-aeration-reinforced Land percolation water treatment device
CN106698590B (en) Resin regeneration anaerobic microbial reactor integrating biological culture and biological reduction and application thereof
CN204958536U (en) Up -flow biological pretreatment filter tank
CN105692905B (en) A kind of land disposal method and device of ecotype landscape water body
CN104098230A (en) Assembled type artificial wetland system adopting immobilized microbes
CN104118941A (en) Efficient nitrogen and phosphorus removal artificial wetland device
CN204824532U (en) Clean device is strained to baffling overflow combined type

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150311

Termination date: 20151113

EXPY Termination of patent right or utility model