CN106746379A - A kind of high concentration organic sewage treating system - Google Patents

A kind of high concentration organic sewage treating system Download PDF

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Publication number
CN106746379A
CN106746379A CN201710155729.XA CN201710155729A CN106746379A CN 106746379 A CN106746379 A CN 106746379A CN 201710155729 A CN201710155729 A CN 201710155729A CN 106746379 A CN106746379 A CN 106746379A
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CN
China
Prior art keywords
reaction tank
pond
tank
sludge
physico
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.)
Pending
Application number
CN201710155729.XA
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Chinese (zh)
Inventor
邵亚夫
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.)
HUBEI GOLDEN EAGLE BIOTECHNOLOGY Co Ltd
Original Assignee
HUBEI GOLDEN EAGLE BIOTECHNOLOGY 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 HUBEI GOLDEN EAGLE BIOTECHNOLOGY Co Ltd filed Critical HUBEI GOLDEN EAGLE BIOTECHNOLOGY Co Ltd
Priority to CN201710155729.XA priority Critical patent/CN106746379A/en
Publication of CN106746379A publication Critical patent/CN106746379A/en
Pending legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F2001/007Processes including a sedimentation step
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/04Disinfection
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention discloses a kind of high concentration organic sewage treating system, including regulating reservoir, physico-chemical precipitation pond, sterilization pool, discharge pond, filtering ponds, sludge pipeline, rotary blower and chemical cell, the connection of regulating reservoir right side the first reaction tank and second reaction tank, the right-hand member of the first reaction tank and the second reaction tank is provided with the 3rd reaction tank and the 4th reaction tank, and the first reaction tank, the second reaction tank, the 3rd reaction tank and the 4th reaction tank are interconnected;The physico-chemical precipitation pond is arranged on the right-hand member of the 4th reaction tank and the 3rd reaction tank.This high concentration organic sewage treating system, integrated operation is simple, and technological process is very clear so that the operation of staff is more skilled;Sewage treating efficiency is high.Residue will not be remained on biochemical sedimentation basin and physico-chemical precipitation pond, be easy to cleaning;Sewage is analogous to running water after treatment, as clear as crystal, free from extraneous odour, it is in line enter pipe network, greatly improve operating efficiency.

Description

A kind of high concentration organic sewage treating system
Technical field
The present invention relates to sewage disposal system applied technical field, specifically a kind of high concentration organic sewage treating system.
Background technology
Called in response to country, energy-saving and emission-reduction grow with each passing hour, company's benefit and image is synchronously improved, improve overall Production wastewater treatment facility is improved in function, quickening, the deterioration of the water environment that discharge of wastewater causes is solved.Build up and set The enterprise of good standing that perfect, beautiful environment, production is civilized is applied, society is benefited;By engineering construction, to reach pollution administration, The purpose of environmental protection;For Pollutants in Wastewater, with reference to the discharge standard for performing, advanced technology, process and warp are proposed Help rational process program, the water outlet after treatment is reached the discharge standard of regulation;Draw same type wastewater treatment experience with Lesson, accomplishes practical, it is ensured that qualified discharge;Wastewater treatment scheme makes every effort to energy-conservation, low consumption, and operating cost is low, and operation letter Just, floor space is few, easy construction, and reduces investment outlay as far as possible;System arrangement makes waste water as far as possible using landform, potential pressure Gravity stream is used as far as possible, and is coordinated with plant area overall planning.
The content of the invention
It is an object of the invention to provide a kind of high concentration organic sewage treating system, whole integrated operation is simple, technique stream Journey is very clear so that the operation of staff is more skilled;Sewage treating efficiency is high.Residue will not be in biochemical sedimentation basin and thing Change and remained on sedimentation basin, be easy to cleaning;Sewage is analogous to running water after treatment, as clear as crystal, free from extraneous odour, in line to enter to manage Net, greatly improves operating efficiency;To solve the problems, such as to be proposed in above-mentioned background technology.
To achieve the above object, the present invention provides following technical scheme:
A kind of high concentration organic sewage treating system, including regulating reservoir, physico-chemical precipitation pond, sterilization pool, discharge pond, filtering Pond, sludge pipeline, rotary blower and chemical cell, the connection of regulating reservoir right side the first reaction tank and second reaction tank, the The right-hand member of one reaction tank and the second reaction tank is provided with the 3rd reaction tank and the 4th reaction tank, the first reaction tank, the second reaction tank, 3rd reaction tank and the 4th reaction tank are interconnected;The physico-chemical precipitation pond is arranged on the right side of the 4th reaction tank and the 3rd reaction tank End, the 4th reaction tank and the 3rd reaction tank are connected with physico-chemical precipitation pond, and physico-chemical precipitation pond connects with biochemical sedimentation basin, and biochemistry is heavy Anaerobic pond, the first Aerobic Pond and the second Aerobic Pond are set gradually between shallow lake pond and physico-chemical precipitation pond;The sterilization pool and discharge pond Connection, the side for discharging pond is provided with sludge-tank, sludge-tank connection filtering ponds;The sterilization pool, discharge pond, sludge-tank and filtering ponds It is interconnected, filtering ponds pass through pipeline communication with biochemical sedimentation basin;The regulating reservoir is internally provided with grid canal, on grid canal Connection sewage conduct, sewage conduct and sewage-treatment plant are communicated;Pass through air between the rotary blower and chemical cell Pipeline connection, is provided with communicating valve on the air pipe line between rotary blower and chemical cell, air pipe line stretches into grid canal Inside, the junction of air pipe line and grid canal is provided with ball valve;Connected by tap water pipe line between the chemical cell, One end of sludge pipeline is fixedly connected with forcing press, and the sludge pipeline of forcing press one end is connected in sludge-tank, the sludge-tank Connected with plate and frame filter press, the other end of forcing press is connected by air pipe line with grid canal.
As further scheme of the invention:The end of the ball valve increases the junction of respirator, ball valve and respirator Wrapped by sealing ring.
As further scheme of the invention:The physico-chemical precipitation pond and biochemical sedimentation basin are brick mix structure, both Madial wall passes through polishing.
As further scheme of the invention:A set of prefilter and fine filter are set with the air pipe line.
As further scheme of the invention:The forcing press is rotor pressure machine, and two forcing presses are provided with system.
Compared with prior art, beneficial effect of the present invention:
(1) this high concentration organic sewage treating system, the end of ball valve increases respirator so that the flowing of air is more equal Even, it is to avoid swelling occur, the junction of ball valve and respirator is wrapped by sealing ring, and strengthen between the two is close Feng Xing, it is to avoid the generation of gas leak phenomenon;Physico-chemical precipitation pond and biochemical sedimentation basin are brick mix structure, and intensity is high, decay resistance Good, both madial walls pass through polishing, it is to avoid residue is remained on both inwalls, it is easy to cleaned;On air pipe line A set of prefilter and fine filter are set with, by filtering twice, it is ensured that the purity of material, so as to improve the matter of product Amount;Forcing press is rotor pressure machine, and two forcing presses are provided with system, can strengthen air pressure so that the flowing of material is more accelerated Speed and it is uniform.
(2) this high concentration organic sewage treating system, integrated operation is simple, and technological process is very clear so that work people The operation of member is more skilled;Sewage treating efficiency is high.Residue will not be remained on biochemical sedimentation basin and physico-chemical precipitation pond, be easy to clear Wash;Sewage is analogous to running water after treatment, as clear as crystal, free from extraneous odour, it is in line enter pipe network, greatly improve work effect Rate.
Brief description of the drawings
Fig. 1 is floor plan of the invention;
Fig. 2 is process chart of the invention.
In figure:1- regulating reservoirs, the reaction tanks of 2- first, the reaction tanks of 3- second, 4- physico-chemical precipitations pond, 5- anaerobic ponds, 6- first Aerobic Pond, the Aerobic Ponds of 7- second, 8- biochemical sedimentation basins, 9- sterilization pools, 10- discharges pond, 11- sludge-tanks, 12- filtering ponds, 13- the Three reaction tanks, the reaction tanks of 14- the 4th, 15- plumbing drains, 16- sludge pipeline, 17- air pipe lines, 18- tap water pipe lines, 19- Plate and frame filter press, 20- rotary blowers, 21- communicating valves, 22- chemical cells, 23- ball valves, 24 grid canals, 25- forcing presses-.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made Embodiment, belongs to the scope of protection of the invention.
Fig. 1-2 is referred to, in the embodiment of the present invention, a kind of high concentration organic sewage treating system, including regulating reservoir 1, thing Change sedimentation basin 4, sterilization pool 9, discharge pond 10, filtering ponds 12, sludge pipeline 16, rotary blower 20 and chemical cell 21, regulation The right-hand member of the connection of the right side of pond 1 first reaction tank 2 and the second reaction tank 14, the first reaction tank 2 and the second reaction tank 14 is provided with the Three reaction tanks 13 and the 4th reaction tank 3, the first reaction tank 2, the second reaction tank 14, the 3rd reaction tank 13 and the phase of the 4th reaction tank 3 It is intercommunicated;Physico-chemical precipitation pond 4 is arranged on the right-hand member of the 4th reaction tank 3 and the 3rd reaction tank 13, the 4th reaction tank 3 and the 3rd reaction Pond 13 connects with physico-chemical precipitation pond 4, and physico-chemical precipitation pond 4 connects with biochemical sedimentation basin 8, biochemical sedimentation basin 8 and physico-chemical precipitation pond 4 Between set gradually anaerobic pond 5, the first Aerobic Pond 6 and the second Aerobic Pond 7;Physico-chemical precipitation pond 4 and biochemical sedimentation basin 8 are brick and mix Structure, intensity is high, corrosion resistance and good, and both madial walls pass through polishing, it is to avoid residue is residual on both inwalls Stay, it is easy to clean;Inorganic matter is changed into organic matter by the first Aerobic Pond 6 and the second Aerobic Pond 7 by aerobic process, is accelerated The aerobic respiration of sewage, sterilization pool 9 is connected with discharge pond 10, and the side for discharging pond 10 is provided with sludge-tank 11, and sludge-tank 11 is connected Filtering ponds 12;Sterilization pool 9, discharge pond 10, sludge-tank 11 and filtering ponds 12 are interconnected, and sterilization pool 9 is used for the sterilization of sewage, row Put pond 10 to be discharged sewage, filtering ponds 12 pass through pipeline communication with biochemical sedimentation basin 8;Regulating reservoir 1 is internally provided with lattice Grid canal 24, grid canal 25 can automatically intercept larger pollutant, it is to avoid pollutant blocks pipeline, and sewage pipe is connected on grid canal 24 Be put into sewage in regulating reservoir 1 by road 15, plumbing drain 15, and sewage conduct 15 and sewage-treatment plant are communicated;Rotary blower 20 Connected by air pipe line 17 and chemical cell 21 between, a set of prefilter and fine filter are set with air pipe line 17, led to Filtered after twice, it is ensured that the purity of material, so as to improve the quality of product;Chemical cell 21 carries out chemical technology treatment, Cleaning efficiency is greatly improved, rotary blower 20 can increase pressure, intensified pressure, rotary blower 20 and chemical cell Communicating valve 21 is installed, air pipe line 17 stretches into the inside of grid canal 24 on the air pipe line 17 between 21, air pipe line 17 with The junction of grid canal 24 is provided with ball valve 23;The end of ball valve 23 increases respirator so that the flowing of air is more uniform, keeps away Exempt from swelling occur, the junction of ball valve 23 and respirator is wrapped by sealing ring, strengthen sealing between the two Property, it is to avoid the generation of gas leak phenomenon;Connected by tap water pipe line 18 between chemical cell 21, one end of sludge pipeline 16 is fixed Forcing press 25 is connected with, the sludge pipeline 16 of the one end of forcing press 25 is connected in sludge-tank 11, and sludge-tank 11 is filtered out in sewage Mud, it is to avoid mud blocking pipeline, sludge-tank 11 is connected with plate and frame filter press 19, and the other end of forcing press 25 passes through air hose Road 17 connects with grid canal 24;Forcing press 25 is rotor pressure machine, and two forcing presses 25 are provided with system, can strengthen air pressure, So that the flowing of material is quicker and uniform.
Present invention process flow is as follows;
Sewage passes through sewage-treatment plant, by the grid canal 24 that sewage conduct 15 is entered into inside preparing pool 1, passing through Grid canal 24 filters out big discarded object, it is to avoid discarded object block pipeline, enter back into the first reaction tank 2, the second reaction tank 14, Reacted in 3rd reaction tank 13 and the 4th reaction tank 14;Be drained into sewage in physico-chemical precipitation pond 4 and carry out by opening ball valve 23 Materializing strategy, flows into anaerobic pond 4 and excludes oxygen by the sewage of materializing strategy, aerobic continuously across the first Aerobic Pond 6 and second Pond 7, meanwhile, air pipe line 17 is opened, to air is injected in two Aerobic Ponds, the effect of aerobic respiration twice converts inorganic matter Into organic matter, it is easy to which sewage is processed, carried out disinfection into sterilization pool 9, then be flowed into discharge pond 10 and discharged;Pass through Forcing press 25 can strengthen pressure, now open tap water pipe line 18, running water is put into sludge-tank 11, the dirt gone out in decontaminated water Mud, the sewage for eventually passing treatment is flowed into filtering ponds 12 and is filtered, and finally just obtains treated sewage, work effect Rate is high, effectively improves environment.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be in other specific forms realized.Therefore, no matter From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power Profit requires to be limited rather than described above, it is intended that all in the implication and scope of the equivalency of claim by falling Change is included in the present invention.Any reference in claim should not be considered as the claim involved by limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each implementation method is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should Specification an as entirety, the technical scheme in each embodiment can also be formed into those skilled in the art through appropriately combined May be appreciated other embodiment.

Claims (5)

1. a kind of high concentration organic sewage treating system, including regulating reservoir 1, physico-chemical precipitation pond 4, sterilization pool 9, discharge pond 10, mistake Filter tank 12, sludge pipeline 16, rotary blower 20 and chemical cell 21, it is characterised in that:The right side of the regulating reservoir 1 connection first The right-hand member of the reaction tank 14 of reaction tank 2 and second, the first reaction tank 2 and the second reaction tank 14 is provided with the 3rd reaction tank 13 and the 4th Reaction tank 3, the first reaction tank 2, the second reaction tank 14, the 3rd reaction tank 13 and the 4th reaction tank 3 are interconnected;The materialization is sunk Shallow lake pond 4 is arranged on the right-hand member of the 4th reaction tank 3 and the 3rd reaction tank 13, and the 4th reaction tank 3 and the 3rd reaction tank 13 are and materialization Sedimentation basin 4 is connected, and physico-chemical precipitation pond 4 connects with biochemical sedimentation basin 8, is set gradually between biochemical sedimentation basin 8 and physico-chemical precipitation pond 4 Anaerobic pond 5, the first Aerobic Pond 6 and the second Aerobic Pond 7;The sterilization pool 9 is connected with discharge pond 10, and the side for discharging pond 10 is provided with Sludge-tank 11, the connection filtering ponds 12 of sludge-tank 11;The sterilization pool 9, discharge pond 10, sludge-tank 11 are mutually interconnected with filtering ponds 12 Logical, filtering ponds 12 pass through pipeline communication with biochemical sedimentation basin 8;The regulating reservoir 1 is internally provided with grid canal 24, grid canal 24 Upper connection sewage conduct 15, sewage conduct 15 and sewage-treatment plant are communicated;The rotary blower 20 and chemical cell 21 it Between connected by air pipe line 17, communicating valve is installed on the air pipe line 17 between rotary blower 20 and chemical cell 21 21, air pipe line 17 stretches into the inside of grid canal 24, and air pipe line 17 is provided with ball valve 23 with the junction of grid canal 24;It is described Connected by tap water pipe line 18 between chemical cell 21, one end of sludge pipeline 16 is fixedly connected with forcing press 25, forcing press The sludge pipeline 16 of 25 one end is connected in sludge-tank 11, and the sludge-tank 11 is connected with plate and frame filter press 19, forcing press 25 The other end is connected by air pipe line 17 with grid canal 24.
2. a kind of high concentration organic sewage treating system according to claim 1, it is characterised in that:The end of the ball valve 23 The junction of end increase respirator, ball valve 23 and respirator is wrapped by sealing ring.
3. a kind of high concentration organic sewage treating system according to claim 1, it is characterised in that:The physico-chemical precipitation pond 4 and biochemical sedimentation basin 8 be brick mix structure, both madial walls pass through polishing.
4. a kind of high concentration organic sewage treating system according to claim 1, it is characterised in that:The air pipe line 17 The upper a set of prefilter of suit and fine filter.
5. a kind of high concentration organic sewage treating system according to claim 1, it is characterised in that:The forcing press 25 is Rotor pressure machine, is provided with two forcing presses 25 in system.
CN201710155729.XA 2017-03-16 2017-03-16 A kind of high concentration organic sewage treating system Pending CN106746379A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710155729.XA CN106746379A (en) 2017-03-16 2017-03-16 A kind of high concentration organic sewage treating system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710155729.XA CN106746379A (en) 2017-03-16 2017-03-16 A kind of high concentration organic sewage treating system

Publications (1)

Publication Number Publication Date
CN106746379A true CN106746379A (en) 2017-05-31

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CN201710155729.XA Pending CN106746379A (en) 2017-03-16 2017-03-16 A kind of high concentration organic sewage treating system

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116448501A (en) * 2023-06-20 2023-07-18 生态环境部南京环境科学研究所 Biochemical sludge and materialized sludge separate sampling device during sludge attribute identification

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116448501A (en) * 2023-06-20 2023-07-18 生态环境部南京环境科学研究所 Biochemical sludge and materialized sludge separate sampling device during sludge attribute identification
CN116448501B (en) * 2023-06-20 2023-08-18 生态环境部南京环境科学研究所 Biochemical sludge and materialized sludge separate sampling device during sludge attribute identification

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Application publication date: 20170531

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