CN204689826U - Advanced sewage treatment system - Google Patents

Advanced sewage treatment system Download PDF

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Publication number
CN204689826U
CN204689826U CN201520290852.9U CN201520290852U CN204689826U CN 204689826 U CN204689826 U CN 204689826U CN 201520290852 U CN201520290852 U CN 201520290852U CN 204689826 U CN204689826 U CN 204689826U
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CN
China
Prior art keywords
pond
bio
contact oxidation
communicated
pump line
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
CN201520290852.9U
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Chinese (zh)
Inventor
曾广庆
宋红军
韩彪
赵伟
黄世友
赵军
杨钢
卢显健
李骋
邓忆凯
江春立
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.)
Scientific Research Academy of Guangxi Environmental Protection
Original Assignee
Scientific Research Academy of Guangxi Environmental Protection
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Priority to CN201520290852.9U priority Critical patent/CN204689826U/en
Application granted granted Critical
Publication of CN204689826U publication Critical patent/CN204689826U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of advanced sewage treatment system, comprise anaerobic pond, anoxic pond, bio-contact oxidation I pond, bio-contact oxidation II pond, settling tank and ecological landscape pool, between anaerobic pond with anoxic pond, between anoxic pond with bio-contact oxidation I pond, between bio-contact oxidation I pond with bio-contact oxidation II pond, bio-contact oxidation II pond is all communicated with by the overflow port on adjacent pool wall with between settling tank, be communicated with by pump line of purifying waste water between settling tank with ecological landscape pool, ecological landscape pool is by pipeline connection disinfecting tank; Mixed-liquor return pump line is set and is communicated with bio-contact oxidation II and anoxic pond, sludge reflux pump line is set and is communicated with settling tank and anaerobic pond, supernatant liquor backflow pump line is set and is communicated with sludge sump and equalizing tank; Be provided with pneumatic line and pass into anaerobic pond, anoxic pond, bio-contact oxidation I pond and bio-contact oxidation II pond respectively.Through the sewage of the utility model process, its indices all reaches emission standard.

Description

Advanced sewage treatment system
Technical field
The utility model relates to environmental protection installation, is specially a kind of advanced sewage treatment system sewage being carried out to purifying treatment.
Background technology
According to the sewage disposal traditional technology that villages and towns in rural areas adopts, sewage works arranges grille well one, adjustment one, settling pit, sewage disposal device is a set of, between sludge sump one, air blast machine room and operation room one, sewage treatment process is as follows:
Its subject matter existed is: in the water quality after process, BOD 5, COD cr, TN and ammonia nitrogen detection exceed standard, have impact on the nuisanceless discharge of sewage disposal.
Utility model content
For the deficiencies in the prior art, technical problem to be solved in the utility model proposes a kind of advanced sewage treatment system optimizing sewage discharge water quality.
The advanced sewage treatment system that can solve the problems of the technologies described above, its technical scheme comprises anaerobic pond, anoxic pond, bio-contact oxidation I pond, bio-contact oxidation II pond, settling tank and ecological landscape pool, described anaerobic pond is communicated with equalizing tank by sewage pump line, between anaerobic pond and anoxic pond, between described anoxic pond and bio-contact oxidation I pond, between described bio-contact oxidation I pond and bio-contact oxidation II pond, described bio-contact oxidation II pond is all communicated with by the overflow port on adjacent pool wall with between settling tank, described settling tank is communicated with by pump line of purifying waste water with between ecological landscape pool, settling tank is communicated with sludge sump by spoil disposal pump line, described ecological landscape pool is by pipeline connection disinfecting tank, mixed-liquor return pump line is set and is communicated with bio-contact oxidation II and anoxic pond, sludge reflux pump line is set and is communicated with settling tank and anaerobic pond, supernatant liquor backflow pump line is set and is communicated with sludge sump and equalizing tank, be provided with pneumatic line and pass into anaerobic pond, anoxic pond, bio-contact oxidation I pond and bio-contact oxidation II pond respectively.
The beneficial effects of the utility model:
Through the sewage of the utility model advanced sewage treatment system process, its indices all reaches emission standard (GB18918-2002 " urban wastewater treatment firm pollutant emission standard " one-level B standard).
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of embodiment of the utility model.
Figure number identifies: 1, anaerobic pond; 2, anoxic pond; 3, bio-contact oxidation I pond; 4, bio-contact oxidation II pond; 5, settling tank; 6, ecological landscape pool; 7, sewage pump line; 8, equalizing tank; 9, to purify waste water pump line; 10, spoil disposal pump line; 11, sludge sump; 12, disinfecting tank; 13, mixed-liquor return pump line; 14, sludge reflux pump line; 15, pneumatic line; 16, overflow port; 17, supernatant liquor backflow pump line.
Embodiment
Below in conjunction with accompanying drawing illustrated embodiment, the technical solution of the utility model is described further.
The utility model advanced sewage treatment system is included in anaerobic pond 1 that sewage works scene digs successively, anoxic pond 2, bio-contact oxidation I pond 3, bio-contact oxidation II pond 4 and settling tank 5, also be included in the other ecological landscape pool 6 dug in settling tank 5 side, as shown in Figure 1.
Described anaerobic pond 1 is communicated with equalizing tank 8 (prime sewage disposal operation) by sewage pump line 7, the major function of anaerobic pond 1 is release phosphorus, partial organic substances is carried out ammonification simultaneously, the biologic packing material relevant to its function is provided with in pond, as bacteria carrier, retain enough microbial biomasss carrying out biological process, the sewage processed through anaerobic pond 1 flows into anoxic pond 2 by the overflow port 16 of adjacent lip, as shown in Figure 1.
Described anoxic pond 2 is the facilities based on denitrification process, function removes ammonia nitrogen in sewage and degradation of organic substances, in facultative anaerobe biochemical reaction, based on catabolic reaction, the biologic packing material relevant to its function is provided with in pond, the sewage processed through anoxic pond 2 flows into bio-contact oxidation I pond 3 by the overflow port 16 of adjacent lip, as shown in Figure 1.
Contact-oxidation pool is the facility utilizing autotrophic type aerobic microbiological to carry out biochemical treatment, its function is degraded to the carbonaceous organic material dissolved in sewage and carries out nitrated to the ammonia nitrogen in sewage, described contact-oxidation pool is divided into two-stage, is respectively bio-contact oxidation I pond 3 and bio-contact oxidation II pond 4.
Sewage through the process of bio-contact oxidation I pond 3 flows into bio-contact oxidation II pond 4 by the overflow port 16 of adjacent lip; In described bio-contact oxidation II pond 4, a mixed-liquor return pump is set, the mixed-liquor return pump line 13 be connected with mixed-liquor return pump is communicated with anoxic pond 2, by the mixed-liquor return in bio-contact oxidation II pond 4 to anoxic pond 2, for it provides the electron acceptor(EA) of denitrification, sewage after circular treatment flows into settling tank 5 by the overflow port 16 of the adjacent lip in bio-contact oxidation II pond 4, as shown in Figure 1.
The function of described settling tank 5 is that precipitation process degenerates the microbial film come off, settling tank 5 inside is provided with inclined tube filler, its feature is that wetted perimeter is large, hydraulic radius is little, laminar flow regime is good, particles settling is not by turbulent flow interference, its processing power is 3 ~ 5 times of conventional precipitation, bottom the settling tank 5 of sludge settling below inclined tube filler, purify waste water and emitted inclined tube filler, sludge pump is provided with bottom settling tank 5, the sludge lifting precipitated is delivered to sludge sump 11 by the spoil disposal pump line 10 being communicated with sludge pump, described spoil disposal pump line 10 is also communicated with anaerobic pond 1 (sludge reflux pump line 14 is communicated with on spoil disposal pump line 10 as branch road) by sludge reflux pump line 14, mud is imported in anaerobic pond 1 by certain reflux ratio to ensure the effect of system dephosphorization, in settling tank 5, pump line 9 of purifying waste water is set, purifying waste water in settling tank 5 is pumped to ecological landscape pool 6, as shown in Figure 1.
Mud is got rid of through power sludge discharge way in sludge sump 11, agricultural after lime disinfection process, natural mummification, and the water layer accumulating in Sludge Surface in sludge sump 11 to reflux equalizing tank 8 through supernatant liquor backflow pump line 17, as shown in Figure 1.
Plant in described ecological landscape pool 6 and be implanted with plant, utilize the growth of plant, strengthen the Nitrogen/Phosphorus Removal of purifying waste water, purifying waste water after ecological landscape pool 6 processes flows in disinfecting tank 12 by pipeline, as shown in Figure 1.
Air compressor is set, and by the corresponding pneumatic line 15 arranged respectively pass into anaerobic pond 1, anoxic pond 2, bio-contact oxidation I pond 3 and bio-contact oxidation II pond 4 bottom carry out gas explosion, as shown in Figure 1.

Claims (1)

1. advanced sewage treatment system, it is characterized in that: comprise anaerobic pond (1), anoxic pond (2), bio-contact oxidation I pond (3), bio-contact oxidation II pond (4), settling tank (5) and ecological landscape pool (6), described anaerobic pond (1) is communicated with equalizing tank (8) by sewage pump line (7), between anaerobic pond (1) and anoxic pond (2), between described anoxic pond (2) and bio-contact oxidation I pond (3), between described bio-contact oxidation I pond (3) and bio-contact oxidation II pond (4), described bio-contact oxidation II pond (4) is all communicated with by the overflow port (16) on adjacent pool wall with between settling tank (5), be communicated with by pump line of purifying waste water (9) between described settling tank (5) with ecological landscape pool (6), settling tank (5) is communicated with sludge sump (11) by spoil disposal pump line (10), described ecological landscape pool (6) is by pipeline connection disinfecting tank (12), mixed-liquor return pump line (13) is set and is communicated with bio-contact oxidation II pond (4) and anoxic pond (2), sludge reflux pump line (14) is set and is communicated with settling tank (5) and anaerobic pond (1), supernatant liquor backflow pump line (17) is set and is communicated with sludge sump (11) and equalizing tank (8), be provided with pneumatic line (15) and pass into anaerobic pond (1), anoxic pond (2), bio-contact oxidation I pond (3) and bio-contact oxidation II pond (4) respectively.
CN201520290852.9U 2015-05-07 2015-05-07 Advanced sewage treatment system Expired - Fee Related CN204689826U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520290852.9U CN204689826U (en) 2015-05-07 2015-05-07 Advanced sewage treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520290852.9U CN204689826U (en) 2015-05-07 2015-05-07 Advanced sewage treatment system

Publications (1)

Publication Number Publication Date
CN204689826U true CN204689826U (en) 2015-10-07

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520290852.9U Expired - Fee Related CN204689826U (en) 2015-05-07 2015-05-07 Advanced sewage treatment system

Country Status (1)

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CN (1) CN204689826U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104973728A (en) * 2015-05-07 2015-10-14 广西壮族自治区环境保护科学研究院 Sewage deep processing system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104973728A (en) * 2015-05-07 2015-10-14 广西壮族自治区环境保护科学研究院 Sewage deep processing system

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

Granted publication date: 20151007

Termination date: 20180507