CN204824548U - Segment to intake compound sewage treatment plant of AO - Google Patents

Segment to intake compound sewage treatment plant of AO Download PDF

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Publication number
CN204824548U
CN204824548U CN201520635293.0U CN201520635293U CN204824548U CN 204824548 U CN204824548 U CN 204824548U CN 201520635293 U CN201520635293 U CN 201520635293U CN 204824548 U CN204824548 U CN 204824548U
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CN
China
Prior art keywords
pond
sewage treatment
aerobic pond
settling tank
communicates
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
CN201520635293.0U
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Chinese (zh)
Inventor
李树军
关宪民
李云超
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.)
HARBIN JINDA ENVIRONMENT ENGINEERING Co Ltd
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HARBIN JINDA ENVIRONMENT ENGINEERING Co Ltd
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Priority to CN201520635293.0U priority Critical patent/CN204824548U/en
Application granted granted Critical
Publication of CN204824548U publication Critical patent/CN204824548U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

(B, ) segment to intake the compound sewage treatment plant of (b) (b) AO (b) (b). The traditional primal problem of intaking (b) (b) AO (b) (b) or (b) (b) MBBR (b) (b) processing technique by stage of main adoption lies in in the existing market: the distribution of intaking only once sets up the completion in the debugging, be difficult to agree with the undulant condition of water quality sewage, and it is low to go out the water rate of reaching the standard. The utility model discloses the constitution includes: sedimentation tank (b) (b) 1 (b) (b), the sedimentation tank communicate with each other with intelligence segmentation water distribution device (b) (b) 2 (b) (b), intelligence segmentation water distribution device return pond (b) (b) 3 (b) (b) with inside and communicate with each other, inside return the pond and communicate with each other with a set of good oxygen pond of being connected in order, good oxygen pond inside have anaerobism activated sludge biomembrane, dive mixer, a side direction aeration perforated pipe to its inside throwing with there being the adnexed modified biological suspension of anaerobe to pack is located the least significant end good oxygen pond and anaerobism pond (b) (b) 4 (b) (b) communicate with each other. The utility model is used for sewage treatment. (B, )

Description

Subsection water inflow A/O composite sewage treatment equipment
technical field:
the utility model relates to a kind of subsection water inflow A/O composite sewage treatment equipment, is specifically related to the waste disposal plant in a kind of project of upgrading and rebuilding being applied to newly-built sewage work and built sewage work.
background technology:
the subject matter of conventional segmented water inlet A/O or MBBR treatment technology is mainly adopted to be in the market: water inlet distribution is only once provided with in debugging, and be difficult to the situation of agreeing with sewage quality fluctuation, standard water discharge rate is low; Adopt single-activity sludge system, sludge system sludge yield is high, and second pond load is large, and floor space is large; Adopt single MBBR technique, filler dosing ratio is high, invests huge; Adopt the reflux type of traditional nitrification liquid and mud, energy consumption is higher; Under cold condition, processing efficiency obviously declines, and operation stability is poor.
utility model content:
the purpose of this utility model is to provide a kind of subsection water inflow A/O composite sewage treatment equipment.
above-mentioned object is realized by following technical scheme:
a kind of subsection water inflow A/O composite sewage treatment equipment, its composition comprises: settling tank, described settling tank communicates with automatic paragraphing water dispensing apparatus, described automatic paragraphing water dispensing apparatus returns to pond with inside and communicates, described inside returns the Aerobic Pond that Chi Yuyi group connects in turn and communicates, described Aerobic Pond inside has anaerobic activated sludge microbial film, diving mixer, side direction aeration perforated pipe, and its inside adds the modification biological floating stuffing of anerobe attachment, and the described Aerobic Pond being positioned at least significant end communicates with anaerobic pond.
described subsection water inflow A/O composite sewage treatment equipment, described settling tank comprises preliminary sedimentation tank, and described preliminary sedimentation tank communicates with settling pit, and described settling tank inside is provided with into water perforated pipe, and described settling tank connects shore pipe.
described subsection water inflow A/O composite sewage treatment equipment, between the joint flange of described settling tank and described Aerobic Pond, graticule mesh is installed, between joint flange between described Aerobic Pond, graticule mesh is installed, graticule mesh between the joint flange of described Aerobic Pond and described anaerobic pond.
described subsection water inflow A/O composite sewage treatment equipment, described Piecewise Water Distribution device has rising pipe.
beneficial effect:
the utility model efficient coupling A/O technique and MBBR technique, and segmental influent distribution technique, active sludge-microbial film cogeneration system, low-power consumption sludge/nitrification liquid technique of backflow are integrated in overall craft, and then enhanced system is to the adaptability of change of water quality, the operation stability of raising system under low-temperature condition, consolidation system synchronous nitration and denitrification usefulness, ensures organic matter removal ability and total nitrogen, the ammonia nitrogen removal efficiency of efficient stable under all weather conditions.
the utility model is on the basis of traditional A/O technique and MBBR technique, the two technology unit is carried out efficient coupling, and segmental influent technology and active sludge-microbial film cogeneration system are integrated in overall craft, build the compound MBBR wastewater processing technology of subsection water inflow A/O.
accompanying drawing illustrates:
accompanying drawing 1 structural representation of the present utility model.
accompanying drawing 2 is vertical views of accompanying drawing 1.
accompanying drawing 3 is structural representations of Aerobic Pond one.
embodiment:
embodiment 1:
a kind of subsection water inflow A/O composite sewage treatment equipment, its composition comprises: settling tank 1, described settling tank communicates with automatic paragraphing water dispensing apparatus 2, described automatic paragraphing water dispensing apparatus and inside return to pond 3 and communicate, described inside returns the Aerobic Pond that Chi Yuyi group connects in turn and communicates, described Aerobic Pond inside has anaerobic activated sludge microbial film 15, diving mixer 16, side direction aeration perforated pipe 17, and its inside adds the modification biological floating stuffing of anerobe attachment, and the described Aerobic Pond being positioned at least significant end communicates with anaerobic pond 4.
described Aerobic Pond comprises: Aerobic Pond 1, Aerobic Pond 26, Aerobic Pond 37, Aerobic Pond 48, Aerobic Pond 59, the structure of these five Aerobic Ponds is identical.
embodiment 2:
subsection water inflow A according to embodiment 1/O composite sewage treatment equipment, described settling tank comprises preliminary sedimentation tank 10, described preliminary sedimentation tank communicates with settling pit 11, and described settling tank inside is provided with into water perforated pipe 12, and described settling tank connects shore pipe 13.
embodiment 3:
subsection water inflow A according to embodiment 2/O composite sewage treatment equipment, between the joint flange of described settling tank and described Aerobic Pond, graticule mesh is installed, between joint flange between described Aerobic Pond, graticule mesh is installed, graticule mesh between the joint flange of described Aerobic Pond and described anaerobic pond.
embodiment 4:
subsection water inflow A according to embodiment 2 or 3/O composite sewage treatment equipment, described Piecewise Water Distribution device has rising pipe 14.
embodiment 5:
a sewage water treatment method for subsection water inflow A/O composite sewage treatment equipment that one of embodiment 1-4 is described, the method comprises the steps:
waste water, after the preliminary sedimentation tank of settling tank, settling pit carry out pre-treatment, enters Aerobic Pond, anaerobic pond successively, lays diving mixer in anaerobic pond, and adds the modification biological floating stuffing of applicable anerobe attachment; Add in Aerobic Pond and be easy to aerobic bacteria attachment modification biological floating stuffing, be conducive to the residence time increasing functional microorganism on the one hand, there is strengthening synchronous nitration and denitrification usefulness simultaneously, increase denitrification effect function;
the each influent flow distribution of Aerobic Pond segmental influent is undertaken by intelligent watering device, and coefficient is respectively 0.6,0.1,0.1,0.1,0.1, and partition ratio can adjust according to influent quality; Adding of filler is successively decreased step by step from anaerobic pond to Aerobic Pond, and the dosing ratio of filler is between 20%-40%; Because filler has mobility, so establish graticule mesh in the junction in each pond, intercept filler and flee to other ponds; And the easy deposited bottom of filler, so side direction aeration perforated pipe will be arranged, to prevent bottom filler deposition pond.
the control of processing parameter is as follows:
activated sludge concentration 2000-3000mg/L, sludge reflux 40%-60%, Digestive system backflow 100%-150%, biochemical residence time 13h.

Claims (4)

1. subsection water inflow A/O composite sewage treatment equipment, its composition comprises: settling tank, it is characterized in that: described settling tank communicates with automatic paragraphing water dispensing apparatus, described automatic paragraphing water dispensing apparatus returns to pond with inside and communicates, described inside returns the Aerobic Pond that Chi Yuyi group connects in turn and communicates, described Aerobic Pond inside has anaerobic activated sludge microbial film, diving mixer, side direction aeration perforated pipe, and its inside adds the modification biological floating stuffing of anerobe attachment, and the described Aerobic Pond being positioned at least significant end communicates with anaerobic pond.
2. subsection water inflow A according to claim 1/O composite sewage treatment equipment, it is characterized in that: described settling tank comprises preliminary sedimentation tank, described preliminary sedimentation tank communicates with settling pit, and described settling tank inside is provided with into water perforated pipe, and described settling tank connects shore pipe.
3. subsection water inflow A according to claim 2/O composite sewage treatment equipment, it is characterized in that: between the joint flange of described settling tank and described Aerobic Pond, graticule mesh is installed, between joint flange between described Aerobic Pond, graticule mesh is installed, graticule mesh between the joint flange of described Aerobic Pond and described anaerobic pond.
4. the subsection water inflow A according to Claims 2 or 3/O composite sewage treatment equipment, is characterized in that: described Piecewise Water Distribution device has rising pipe.
CN201520635293.0U 2015-08-22 2015-08-22 Segment to intake compound sewage treatment plant of AO Expired - Fee Related CN204824548U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520635293.0U CN204824548U (en) 2015-08-22 2015-08-22 Segment to intake compound sewage treatment plant of AO

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520635293.0U CN204824548U (en) 2015-08-22 2015-08-22 Segment to intake compound sewage treatment plant of AO

Publications (1)

Publication Number Publication Date
CN204824548U true CN204824548U (en) 2015-12-02

Family

ID=54682169

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520635293.0U Expired - Fee Related CN204824548U (en) 2015-08-22 2015-08-22 Segment to intake compound sewage treatment plant of AO

Country Status (1)

Country Link
CN (1) CN204824548U (en)

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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

Granted publication date: 20151202

Termination date: 20160822

CF01 Termination of patent right due to non-payment of annual fee