CN206858354U - Large-scale voltage stabilizing biogas sewage-treatment plant - Google Patents

Large-scale voltage stabilizing biogas sewage-treatment plant Download PDF

Info

Publication number
CN206858354U
CN206858354U CN201720084953.XU CN201720084953U CN206858354U CN 206858354 U CN206858354 U CN 206858354U CN 201720084953 U CN201720084953 U CN 201720084953U CN 206858354 U CN206858354 U CN 206858354U
Authority
CN
China
Prior art keywords
pond
sewage
pressure
biogas
fermentation
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
CN201720084953.XU
Other languages
Chinese (zh)
Inventor
孙俊华
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201720084953.XU priority Critical patent/CN206858354U/en
Application granted granted Critical
Publication of CN206858354U publication Critical patent/CN206858354U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

Landscapes

  • Apparatus Associated With Microorganisms And Enzymes (AREA)

Abstract

A kind of large-scale voltage stabilizing biogas sewage-treatment plant includes sewage inlet, pretreatment pool, sewage communicating pipe, pond body, main fermentation pond, feed liquid connected entrance, dividing plate, secondary fermentation vat, constant pressure communicating pipe, pressure demarcation strip, constant pressure pond, passage, partition wall, discharge liquor passage, collection gas well, appendix, clarifier-tank, overfall.Large-scale voltage stabilizing biogas sewage-treatment plant of the present utility model utilizes the specific function of multiple-microorganism, and sewage is decomposed and is acidified, is then absorbed by anaerobic bacteria and produces substantial amounts of biogas.Pressure demarcation strip is not only that sewage is separated into the fermentation sections of two different microorganisms floras, and by biogas in pond with liquid separation into two pressure ranges, the liter or drop of pressure, extract and supply are naturally done without auxiliary power.The pressure of supply can convey biogas 3000 meters of progress active combustions.By level Four fermentation decomposition and directed flow and change flow velocity, sewage obtains sufficient resolution process.

Description

Large-scale voltage stabilizing biogas sewage-treatment plant
First, technical field of the present utility model
Biogas sewage-treatment plant is the utility model is related to, belongs to technical field of sewage, it is especially a kind of large-scale steady Press biogas sewage-treatment plant.
2nd, background technology of the present utility model
Conventional huge discharge sewage disposal technology needs larger storage volume, it is necessary to which auxiliary power, complicated flow, go back Chemical material is launched, operating cost is high, single effect.In plant using conventional biogas engineering or conventional sewage processing work Journey, not only input cost at initial stage is high, and the operating cost in later stage is also high, is also difficult to reach preferable effect.
The purpose of this utility model is just to provide a kind of stable, steady without operating cost, production rate of methane height, air pressure Calmly, can long-distance sand transport biogas, the large-scale voltage stabilizing biogas sewage-treatment plant of sewage recycling.
3rd, the purpose of this utility model content:
Large-scale voltage stabilizing biogas sewage-treatment plant includes sewage inlet, pretreatment pool, sewage communicating pipe, pond body, main fermentation Pond, feed liquid connected entrance, dividing plate, secondary fermentation vat, constant pressure communicating pipe, pressure demarcation strip, constant pressure pond, passage, partition wall, discharge liquor are led to Road, collection gas well, appendix, clarifier-tank, overfall.
Large-scale voltage stabilizing biogas sewage-treatment plant of the present utility model is the upper and lower anaerobic and aerobic fermentation for separating and connecting Overall structure container, level Four fermentation one-level separation.Sewage contacts multiple-microorganism in pretreatment pool, decomposes, be automatic after acidifying Main fermentation pond is flowed into, in the presence of a large amount of anaerobic bacterias, COD and BOD in sewage are decomposed, while also produce substantial amounts of natural pond Gas.Sewage after concentration reduces is acted on by biogas pressure, is flowed into time fermentation vat and is continued to ferment, and produces biogas, in sewage Organic matter is got back further degraded.In the presence of biogas pressure, liquid extrudes from constant pressure communicating pipe rises to the storage of constant pressure pond Deposit and contact aerobic bacteria and carry out aerobic fermentation, enter back into clarifier-tank and purified, then discharged from overfall.
Caused biogas gradually increases in main fermentation pond and time fermentation vat, and pressure is increasing, and the water level in constant pressure pond is also got over Come it is higher, by biogas from collection gas well in extrude, biogas, which can be sent in the user of 3000 meters of distances, without additional power makes With.With the consumption of biogas, pressure gradually reduces, and the liquid in constant pressure pond, which is gradually back in time fermentation vat, continues fermentation decomposition, Then, liquid is flowed up and down again and again in pond, and the organic matter in sewage is fully fermented and degraded, after purification Liquid is discharged from overfall.Whole technical process is automatically performed without auxiliary power.
4th, illustrate.Accompanying drawing is the utility model structure diagram, and upper figure is plan, and figure below is profile.
Large-scale voltage stabilizing biogas sewage-treatment plant includes sewage inlet 1, pretreatment pool 2, sewage communicating pipe 3, pond body 4, master Fermentation vat 5, feed liquid connected entrance 6, dividing plate 7, secondary fermentation vat 8, constant pressure communicating pipe 9, pressure demarcation strip 10, constant pressure pond 11, passage 12nd, partition wall 13, discharge liquor passage 14, collection gas well 15, appendix 16, clarifier-tank 17, overfall 18.
5th, specific embodiment
Pressure demarcation strip 10 is set in pond body 4, zymotechnique is divided into two parts, top is fermented for open aerobic microbiological Decompose, bottom is decomposed for closing anaerobic microbial fermentation.Sewage is input in pretreatment pool 2 from sewage inlet 1, is located in advance Reason, is contacted, solid content is broken down into the acidic liquid for being dissolved in water, under by Action of Gravity Field, from sewage communicating pipe 3 with multiple-microorganism Into main fermentation pond 5, under the decomposition of a large amount of anaerobes, content of organics substantially reduces in sewage, most of carbon atom Combined with the hydrogen atom in water, form CH4Methane molecule (i.e. biogas), the organic matter that small part is not decomposed also, by forefront pressure Under effect, through feed liquid connected entrance 6, into secondary fermentation vat 8, dividing plate 7 is set in main fermentation pond 5 and time fermentation vat 8, is advantageous to dirt The isolation and processing of water concentration, making the suspension species of front end, precipitate can not surface current backward.The upper end of dividing plate 7 sets passage 12, Collection gas well 15 is flowed into biogas caused by sharp fermentation vat 8, the lower end of dividing plate 7 sets feed liquid connected entrance 6, and clear liquid can be by, And suspension and sediment are blocked in front end and continue to ferment.Feed liquid is fermented in secondary fermentation vat 8, also produces biogas.Feed liquid is by pond Through constant pressure communicating pipe 9 in the presence of interior biogas increases, pressure increases, risen to by force feed in constant pressure pond 11, constant pressure pond 11 is to expose Oxygen pond, the organic substance that anaerobic bacteria can not decompose in secondary fermentation vat 8, and the substantial amounts of aerobic microbiological effect in constant pressure pond 11 Under, further degraded, clear liquid flows through discharge liquor passage 14, and S-type tendency adds stroke, and discharge liquor passage 14 designs The structure that width does not wait, makes flow rate of liquid change, and be so more beneficial for liquid contacts with aerobic microbiological, and in clarifier-tank Buffered fermentation decomposition is carried out in 17, after then liquid obtains fully processing, is discharged from overfall 18.
Pond body is divided into two different sections of two-way pressure by pressure demarcation strip 10, in the work of the liquid water-head of upper part Under, pressure is transmitted in the fermentation vat of lower end through constant pressure communicating pipe 9, pressure extrudes biogas from collection gas well 15 in pond, through defeated Tracheae 16 can remote conveying be sent to user terminal use, and user is concentrated when using biogas, and biogas reserves gradually decrease in pond, pressure The liquid of the upper end of demarcation strip 10, through constant pressure pond 11 again from being back to constant pressure communicating pipe 9 in time fermentation vat 8.By aerobic microbiological point Liquid after solving and being acidified is easy to be assimilated by anaerobic bacteria again in secondary fermentation vat 8, and produces substantial amounts of biogas, main, During secondary fermentation vat aerogenesis, pressure increases in pond, and its pressure shows as Pneumatic water, water extraction is risen into top, when user uses biogas When, the water backflow on top, its pressure shows as hydraulic pressure gas, therefore pressure is relatively steady, and can be by natural pond without auxiliary power Gas remote conveying is sent to user's (can convey 2000~3000 meters), it can be ensured that the effective atmosphere of terminal temperature difference combustion gas.Meanwhile feed liquid In the flowing up and down of pressure demarcation strip 10, the microorganism species of contact are different, are very beneficial for the handling process of sewage, sewage energy Sufficiently fermented, resolution process.

Claims (1)

1. a kind of large-scale voltage stabilizing biogas sewage-treatment plant, including sewage inlet (1), pretreatment pool (2), sewage communicating pipe (3), Pond body (4), main fermentation pond (5), feed liquid connected entrance (6), dividing plate (7), secondary fermentation vat (8), constant pressure communicating pipe (9), pressure separate Plate (10), constant pressure pond (11), passage (12), partition wall (13), discharge liquor passage (14), collection gas well (15), appendix (16), net Change pond (17), overfall (18), it is characterised in that:Pond body (4) is separated into two parts up and down, upper part by pressure demarcation strip (10) For open aerobic fermentation, bottom is divided into closing anaerobic fermentation, sewage inlet (1) connection pretreatment pool (2), and pretreatment pool (2) is set Put and communicated with main fermentation pond (5) sewage communicating pipe (3), dividing plate (7), dividing plate are set between main fermentation pond (5) and time fermentation vat (8) (7) upper end sets passage (12), and the lower end of dividing plate (7) sets feed liquid connected entrance (6), and secondary fermentation vat (8) sets constant pressure to connect Siphunculus (9) is connected with constant pressure pond (11), and partition wall (13) is set between constant pressure pond (11) and clarifier-tank (17), clarifier-tank (17) End sets overfall (18), and the top of main fermentation pond (5) sets collection gas well (15), and the top of collection gas well (15) sets appendix (16)。
CN201720084953.XU 2017-01-18 2017-01-18 Large-scale voltage stabilizing biogas sewage-treatment plant Expired - Fee Related CN206858354U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720084953.XU CN206858354U (en) 2017-01-18 2017-01-18 Large-scale voltage stabilizing biogas sewage-treatment plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720084953.XU CN206858354U (en) 2017-01-18 2017-01-18 Large-scale voltage stabilizing biogas sewage-treatment plant

Publications (1)

Publication Number Publication Date
CN206858354U true CN206858354U (en) 2018-01-09

Family

ID=60815194

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720084953.XU Expired - Fee Related CN206858354U (en) 2017-01-18 2017-01-18 Large-scale voltage stabilizing biogas sewage-treatment plant

Country Status (1)

Country Link
CN (1) CN206858354U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112209570A (en) * 2020-10-09 2021-01-12 黄冈师范学院 Biogas air screen cultivation wastewater treatment system and device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112209570A (en) * 2020-10-09 2021-01-12 黄冈师范学院 Biogas air screen cultivation wastewater treatment system and device

Similar Documents

Publication Publication Date Title
CN110066066A (en) Leachate in garbage transfer station recycling treatment reclamation set
CN109437395B (en) Device for realizing anaerobic methane production of urban domestic sewage and operation method
CN206858354U (en) Large-scale voltage stabilizing biogas sewage-treatment plant
CN106865935A (en) Using anthraquinone 2,6 disulfonic acid salt(AQDS)The method for promoting excess sludge methane phase
CN105271603A (en) High-efficiency biological hydrogen and methane production device
CN111573833A (en) Anaerobic ammonia oxidation coupling methane oxidation process control method for high-concentration ammonia nitrogen organic wastewater methanogenesis treatment system
CN206992229U (en) A kind of anaerobic digestion and the coupling device of microbiological fuel cell
CN205821125U (en) A kind of miniature aquaculture wastewater processing equipment
CN115028267A (en) Waste water recycling device
CN102311923B (en) Microalgae cultivation method
CN205170492U (en) Domestic sewage purification system of unpowered aeration
CN210831430U (en) Long-distance low-cost methane conveying device
CN204039226U (en) A kind of anaerobic fermentation system that can improve lower concentration material anaerobically fermenting efficiency
CN209098472U (en) A kind of non-dewatered sludge biological decomposition processing system
CN105062869A (en) Zero-residue biogas fermentation apparatus and application and biogas production method thereof
CN101003364A (en) Techniques for recovering simple sulfur substance from waste water of molasses alcohol
CN101774735B (en) Vertical baffling multifunctional sewage biological treatment system
CN205687642U (en) A kind of processing means of paper waste
CN110066085A (en) Leachate in garbage transfer station recycling treatment reuse method
CN203959913U (en) For the low power biological contact oxidation pond of water treatment
CN201245507Y (en) Sludge recovery system for water treatment
CN205893016U (en) Aquaculture wastewater treatment device
CN202492441U (en) Novel hydraulic enhanced biological septic tank
CN201272713Y (en) Sewage treatment bioreactor
CN218435237U (en) Novel anaerobic-micro-aeration upflow sewage treatment device

Legal Events

Date Code Title Description
GR01 Patent grant
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: 20180109

Termination date: 20190118