CN202156975U - Sewage deodorizing device - Google Patents

Sewage deodorizing device Download PDF

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Publication number
CN202156975U
CN202156975U CN2011201545801U CN201120154580U CN202156975U CN 202156975 U CN202156975 U CN 202156975U CN 2011201545801 U CN2011201545801 U CN 2011201545801U CN 201120154580 U CN201120154580 U CN 201120154580U CN 202156975 U CN202156975 U CN 202156975U
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CN
China
Prior art keywords
sewage
buried
anaerobic filter
raising
deodorization
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
CN2011201545801U
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Chinese (zh)
Inventor
彭传义
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Individual
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Individual
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Publication date
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Priority to CN2011201545801U priority Critical patent/CN202156975U/en
Application granted granted Critical
Publication of CN202156975U publication Critical patent/CN202156975U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a sewage deodorizing device that is used for deodorizing sewage from buried type ascending counterflow anaerobic filter tank, comprising a buried type ascending counterflow anaerobic filter tank, a lifting pump system, a deodorizing tower and an underflow artificial marsh. The sewage deodorizing device is characterized in that the buried type ascending counterflow anaerobic filter tank is wholly buried underground; the underflow artificial marsh is arranged on the upper surface of a cover plate of the filter tank; the underflow artificial marsh and the filter tank are superposed with each other so as to form a stereoscopic structure. After the contaminations such as COD, BOD and SS in the sewage are removed by the buried type ascending counterflow anaerobic filter tank; the filtered water is sent to the top end of the deodorizing tower by the lifting pump and is sprayed downwards; the air is lifted upwards from the air inlet at the bottom of the deodorizing tower; the air and the sewage form convection so that the sewage is deodorized. The deodorized sewage automatically flows to the underflow artificial marsh so that N contamination and P contamination are removed; and finally the deodorized sewage is discharged from the water outlet of the underflow artificial marsh. The sewage deodorizing device has the advantages of improving the concentration of the oxygen dissolved in the sewage and eliminating the stench pollution of the sewage.

Description

The sewage deodorization device
Affiliated technical field
The utility model relates to a kind of sewage deodorization treatment unit, specifically refers to it is a kind of sewage deodorization device that carries out buried raising and adverse current anaerobic filter water outlet the deodorization processing.
Background technology
By buried raising and adverse current anaerobic filter; The lift pump system, (patent No.: ZL200820053407.0), the major function of buried raising and adverse current anaerobic filter is to remove COD in the patented technology " tridimensional oligodynamic wastewater treatment facilities " that underflow type artificial wet land is formed; BOD; SS pollutent, the major function of underflow type artificial wet land then are to remove N, P and other pollutents.This technology has the microkinetic operation, and floor space is few, and processing efficiency is high, convenient for maintenance management, and can remove COD simultaneously, BOD, SS, N, the advantage of P pollutent.But should technology when actual motion, foul smell is distributed in buried raising and adverse current anaerobic filter water outlet, directly gets into underflow type artificial wet land, and peripheral personnel and environment are polluted.
Summary of the invention
The purpose of the utility model is, in tridimensional oligodynamic wastewater treatment facilities, do not increase under the prerequisite of any power machine, provides a kind of the sewage deodorization device that deodorization is handled is carried out in buried raising and adverse current anaerobic filter water outlet.
In order to achieve the above object, the technical scheme of the utility model is following design:
A kind of sewage deodorization device of buried raising and adverse current anaerobic filter water outlet deodorization; Comprise buried raising and adverse current anaerobic filter, lift pump system, deodorization tower; Underflow type artificial wet land; It is characterized in that: buried raising and adverse current anaerobic filter integral body is embedded in underground, and underflow type artificial wet land is arranged on above the cover plate of buried raising and adverse current anaerobic filter, and the two is overlapped into three-dimensional arrangement.Sewage is removed COD through buried raising and adverse current anaerobic filter, and BOD is behind the SS pollutent; Riser flows automatically to pump well from the water side, and through lift pump, water pipe and valve are delivered to by body of the tower again; Shower nozzle, the top of the deodorization tower that filler and blast inlet are formed sprays downwards, and air is pulled out to rise upwards from the tower bottom blast inlet to flow; Air and sewage form convection current, and the sewage after the deodorization flows automatically to the water distributor of underflow type artificial wet land, through matrix fill; Water loving plant is removed N and P pollutent, and header and the water outlet from underflow type artificial wet land outwards discharges at last.
The utlity model has following advantage:
1, sewage drops in and is ground into the tiny globule on the inner-tower filling material from deodorization cat head spray, fully contacts with air again, can improve the concentration of dissolved oxygen in the sewage greatly, and then improves the clearance of pollutent in the sewage.
2, get into underflow type artificial wet land after the sewage deodorization again, eliminated the pollution of foul smell to surrounding enviroment, improved the operational condition of tridimensional oligodynamic wastewater treatment facilities operation.
Description of drawings
Fig. 1 is the sewage deodorization device sectional view of buried raising and adverse current anaerobic filter water outlet deodorization.
Shown in the figure:
Buried raising and adverse current anaerobic filter: 1 pool wall, 2 partition walls, 3 cover plates, 4 traverse baffles, 5 elastic fillers, 6 sludge blankets, 7 water inlet pipes, 8 downstream rooms, 9 upstream rooms, 10 risers, 11 people (gas) hole, 12 pump wells.
Lift pump system: 13 lift pumps, 14 water pipes, 15 valves.
Deodorization tower: 16 bodies of the tower, 17 shower nozzles, 18 fillers, 19 blast inlets.
Underflow type artificial wet land: 20 water distributors, 21 matrix fills, 22 water loving plants, 23 headers, 24 water outlets.
Embodiment
The sewage deodorization device of buried raising and adverse current anaerobic filter water outlet deodorization as shown in Figure 1; Comprise buried raising and adverse current anaerobic filter, lift pump system, deodorization tower; Underflow type artificial wet land; It is characterized in that: buried raising and adverse current anaerobic filter integral body is embedded in underground, has only people's (gas) hole 11 to basset, and underflow type artificial wet land places on the cover plate 3 of buried raising and adverse current anaerobic filter.Buried raising and adverse current anaerobic filter pond body is by pool wall 1, and cover plate 3 surrounds with base plate, and the internal space is separated into several relatively independent lattice chambers with partition wall 2; Riser 10 by the partition wall upper end between the lattice chamber communicates successively from beginning to end, and each lattice chamber is separated into downstream room 8 and upstream room 9 with traverse baffle 4 again, and downstream room and upstream room are in the open communication of traverse baffle lower end; Elastic filler 5 and sludge blanket 6 are housed in the lattice chamber, and buried raising and adverse current anaerobic filter feed-water end lattice chamber connects water inlet pipe 7, and the riser 10 of lattice chamber, water side connects pump well 12; Lift pump 13 is installed in the pump well, the water outlet water receiving pipe 14 and the valve 15 of pump, and be communicated with the deodorization tower; The deodorization tower is by body of the tower 16, shower nozzle 17, filler 18; Blast inlet 19 is formed, and the deodorization tower bottom connects underflow type artificial wet land, establishes water distributor 20 in the underflow type artificial wet land; Matrix fill 21, water loving plant 22, header 23 and water outlet 24.
Raw waste water from flowing into buried raising and adverse current anaerobic filter, passes through each lattice chamber sludge blanket 6 and elastic filler 5 through water inlet pipe 7 more successively, is attached to mud and the mikrobe that plays on the domestic animal filler, through absorption, absorbs; Depression of order decomposes, and removes the COD in the sewage, BOD, SS pollutent; The riser 10 of lattice chamber flows into pump wells 12 from the water side then, the lift pump 13 in the pump well, through water pipe 14, valve 15 is delivered to the top of deodorization tower 16 to sewage, again through shower nozzle 17 with the sewage spray on deodorization tower packing 18; The globule of being pulverized by filler fully contacts deodorization with the air of deodorization tower bottom blast inlet 19 entering, flows automatically to underflow type artificial wet land again, and the water distributor 20 of underflow type artificial wet land is evenly distributed on sewage the feed-water end of underflow type artificial wet land; Matrix fill 21 and attached biological film thereof in the underflow type artificial wet land, water loving plant 22 and coring attached biological film thereof, again through absorption, deposition; Absorb, decompose, assimilation, nitrated; The physics that denitrification etc. are complicated, chemistry, biochemical action is removed the N in the sewage; P and residual COD, BOD, the SS pollutent is effluxed by header 23 and water outlet 24 at last.
Application example
Raw waste water water quality: COD300---550mg/L, BOD100---150mg/L, SS150---200mg/L, N30---50mg/L, P5---8mg/L.Through grid, after the sedimentation basin pre-treatment, flow automatically to buried raising and adverse current anaerobic filter and stopped about 25 hours; Get into pump well again, the lift pump in the pump well rises to sewage on the top of deodorization tower; Sprayed by shower nozzle on the filler of deodorization tower, the sewage pearl of being pulverized by filler fully contacts with the air that deodorization tower bottom blast inlet gets into, to remove foul smell; Flow automatically to underflow type artificial wet land then and stopped about 50 hours, the water outlet after the processing effluxes through the underflow type artificial wet land water outlet.Outer draining water quality can reach municipal sewage plant's pollutant emission standard (GB18918---2002) one-level A standard.

Claims (1)

1. the sewage deodorization device of a buried raising and adverse current anaerobic filter water outlet deodorization comprises buried raising and adverse current anaerobic filter, the lift pump system; The deodorization tower, underflow type artificial wet land is characterized in that: buried raising and adverse current anaerobic filter integral body is embedded in underground; Underflow type artificial wet land is arranged on above the cover plate of buried raising and adverse current anaerobic filter, and the two is overlapped into three-dimensional arrangement, and sewage is removed COD through buried raising and adverse current anaerobic filter; BOD, behind the SS pollutent, the riser from the water side (10) flows automatically to pump well (12); Through lift pump (13), water pipe (14) and valve (15) are delivered to by body of the tower (16), shower nozzle (17) again; The top of the deodorization tower that filler (18) and blast inlet (19) are formed sprays downwards, and air is pulled out to rise upwards from tower bottom blast inlet (19) to flow, and the sewage after the deodorization flows automatically to the water distributor (20) of underflow type artificial wet land; Through matrix fill (21), water loving plant (22) is removed N and P pollutent, and header (23) and the water outlet (24) from underflow type artificial wet land outwards discharges at last.
CN2011201545801U 2011-05-10 2011-05-10 Sewage deodorizing device Expired - Fee Related CN202156975U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011201545801U CN202156975U (en) 2011-05-10 2011-05-10 Sewage deodorizing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011201545801U CN202156975U (en) 2011-05-10 2011-05-10 Sewage deodorizing device

Publications (1)

Publication Number Publication Date
CN202156975U true CN202156975U (en) 2012-03-07

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011201545801U Expired - Fee Related CN202156975U (en) 2011-05-10 2011-05-10 Sewage deodorizing device

Country Status (1)

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CN (1) CN202156975U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018129895A1 (en) * 2017-01-16 2018-07-19 深圳市碧园环保技术有限公司 Treatment system for rural domestic sewage
CN113880359A (en) * 2021-10-20 2022-01-04 深圳顺天环保实业有限公司 Sewage treatment system for micro-power biological ecological purification

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018129895A1 (en) * 2017-01-16 2018-07-19 深圳市碧园环保技术有限公司 Treatment system for rural domestic sewage
CN113880359A (en) * 2021-10-20 2022-01-04 深圳顺天环保实业有限公司 Sewage treatment system for micro-power biological ecological purification

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120307

Termination date: 20130510