CN107954567A - A kind of food sewage disposal system - Google Patents
A kind of food sewage disposal system Download PDFInfo
- Publication number
- CN107954567A CN107954567A CN201710952529.7A CN201710952529A CN107954567A CN 107954567 A CN107954567 A CN 107954567A CN 201710952529 A CN201710952529 A CN 201710952529A CN 107954567 A CN107954567 A CN 107954567A
- Authority
- CN
- China
- Prior art keywords
- water
- anaerobic
- biogas
- disposal system
- downstream
- 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.)
- Withdrawn
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/32—Nature of the water, waste water, sewage or sludge to be treated from the food or foodstuff industry, e.g. brewery waste waters
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
- C02F3/2806—Anaerobic processes using solid supports for microorganisms
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
Abstract
The present invention relates to a kind of food sewage disposal system, more particularly to a kind of processing system of vegetable protein waste water, it belongs to food sewage treatment field.The acidified regulating reservoir IC anaerobic reactors sedimentation basin of vegetable protein waste water and the processing of water sealed tank biogas basin mixing aerobic zone sand filter ecological pool, i.e., using " preconditioning+IC anaerobic systems+precipitation separation " treatment process.The beneficial effects of the invention are as follows:It is equipment connection and reasonable arrangement, compact, vegetable protein waste water can not only have been carried out to the product after conventional treatment, but also the processing that can be and efficiently used, avoided wasting, save the energy;IC anaerobic reactors have larger ratio of height to diameter and high organic loading rate, have the outstanding advantages such as volume is small, treatment effeciency is high, stable, sludge yield is few, floor space is small, operating cost is low compared to other type anaerobic reactors.
Description
Technical field
The present invention relates to a kind of food sewage disposal system, more particularly to a kind of processing system of vegetable protein waste water, its
Belong to food sewage treatment field.
Background technology
The content of food industry is extremely complex, including refines sugar, makes, the production process such as meat, Dairy Processing, is discharged
Waste water all contains organic matter, has strong oxygen-consuming, and have a large amount of suspended matters to be discharged with waste water.Animal food processing discharge is given up
Also containing animal excrements, blood, fur, grease etc. in water, and germ may be contained, therefore oxygen demand is high.Vegetable protein
Major pollutants in waste water are high-enriched organics and a small amount of inorganic matter component, and Polysaccharide B OD/COD ratios are in 0.5 or so, PH
For 4-5, good biodegradability.
The content of the invention
A kind of deficiency of the present invention for the processing of existing food industrial wastewater, there is provided food sewage disposal system.
The technical solution that the present invention solves above-mentioned technical problem is as follows:
A kind of food sewage disposal system, including:
Regulating reservoir is acidified, due to the wastewater flow and pollutant load that different workshop sections, different times are discharged in production process
Fluctuate it is larger, it is described acidifying regulating reservoir give up to vegetable protein of the workshop after grid excludes floating material and larger suspended material
Water carries out balanced water, water treatment;Sewage pump two is configured, opens one for one;Model:100QW50-35-11;Performance
For:50m3/ h, lift 35m, power 11kw.
IC anaerobic reactors, the IC anaerobic reactors are located at the downstream of acidifying regulating reservoir, it is to the plant egg after processing
White waste water carries out Anaerobic Treatment, and a large amount of organic pollutions are converted into methane, titanium dioxide under the action of anaeration in normal temperature microorganism
Carbon;The IC anaerobic reactors are made of four mixed zone, sludge bulking bed, precision processing area and the circulatory system parts, it can see
Into being formed by stacking by two layers of UASB, bottom is high load region, and upper strata is low load region.Water inlet enters first by reactor bottom
Reative cell is uniformly mixed with anaerobic grain sludge, and most of organic matter is degraded and is converted into biogas herein, caused natural pond
Gas is collected by the gas gathering mask of the first anaerobic reaction room, and biogas rises along upspout, the first reative cell while biogas rises
Mixed liquor is promoted to the gas-liquid separator of IC reactor heads, and the biogas being separated is arranged from the conduit at the top of gas-liquid separator
Walk, the muddy water mixed solution isolated will be back to the first reative cell bottom along return duct, and with the granule sludge of bottom and into
Water is sufficiently mixed, and realizes the inside circulation of mixed liquor.According to protein production waste water temperature situation, this programme uses anaeration in normal temperature,
I.e. 37 DEG C ± 1.
Design IC anaerobic jar appearance and sizes φ 9000 × 24860,1, dischargeable capacity 1500m3, volumetric loading 3.3kg/
m3.d.Carbon steel structure, internal gas phase portion epoxy coal asphalt paint anti-corrosion, outside 100mm thickness, unit weight are not less than 70kg/m3Rock wool
Insulation, protective layer used 0.5mm aluminium sheets.
Anaerobic jar matches somebody with somebody water circulating pump model 150WL210-7-7.5, totally 2.Circulating pump performance:Flow 210m3/h, lift
7m, power 7.5kw.
Sedimentation basin and water sealed tank, the sedimentation basin and water sealed tank are located at the downstream of IC anaerobic reactors side by side;The precipitation
Pond carries out sludge settling to anaerobic effluent, and the sludge biogas residue of generation is sent to agricultural;The water sealed tank to the biogas that anaerobism produces into
Row water seal is handled;
Biogas basin, the biogas basin are located at the downstream of water sealed tank, and the biogas basin collects storage biogas;
Aerobic zone is mixed, the mixing aerobic zone is located at the downstream of sedimentation basin, it carries out the supernatant produced after precipitation
Aerobic compost processing;
Sand filter, the sand filter are located at the downstream of mixing aerobic zone, it removes the supernatant Jing Guo Aerobic Process for Treatment
Sand processing;
Ecological pool, the ecological pool are located at the downstream of sand filter, it can be to the animal and plant growth in it, and the water of discharge can be straight
For sewage treatment plant of city.
Based on the above technical solutions, the present invention can also be improved as follows.
Further, the water of ecological pool discharge can also direct-furnish sludge drying pond, the sludge drying pond is located at ecological pool
Downstream, its by ecological pool discharge water precipitated, precipitated liquid send to mixing aerobic zone, precipitation sludge send to agricultural.
Compared with prior art, the beneficial effects of the invention are as follows:It is equipment connection and reasonable arrangement, compact, both can be by vegetable protein
Waste water carries out conventional treatment, and the product after the processing that can be is efficiently used, and is avoided wasting, is saved the energy;IC anaerobism
Reactor has larger ratio of height to diameter and high organic loading rate, compared to other type anaerobic reactors have volume it is small, processing
Efficient, the stable, outstanding advantages such as sludge yield is few, floor space is small, operating cost is low.
Brief description of the drawings
Fig. 1 is the process flow chart of the present invention.
In figure, 1, acidifying regulating reservoir;2nd, water sealed tank;3rd, IC anaerobic reactors;4th, biogas basin;5th, sedimentation basin;6th, mix
Close aerobic zone;7th, sludge drying pond;8th, sand filter;9th, ecological pool;10th, sewage treatment plant of city;11st, it is agricultural.
Embodiment
The principle and features of the present invention will be described below with reference to the accompanying drawings, and the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the present invention.
A kind of food sewage disposal system, including:
Regulating reservoir 1 is acidified, the acidifying regulating reservoir 1 is to workshop after grid excludes floating material and larger suspended material
Vegetable protein waste water carry out balanced water, water treatment;The acidifying regulating reservoir 1 configures two elevator pumps;
IC anaerobic reactors 3, the IC anaerobic reactors 3 are located at the downstream of acidifying regulating reservoir 1, it is to the plant after processing
Proteinic wastewater carries out Anaerobic Treatment, by a large amount of organic pollutions in the environment that temperature is 36~38 DEG C, in the micro- life of anaeration in normal temperature
Methane, carbon dioxide are converted under the action of thing;The IC anaerobic reactors 3 configure two water circulating pumps;
Sedimentation basin 5 and water sealed tank 2, the sedimentation basin 5 and water sealed tank 2 are located at the downstream of IC anaerobic reactors 3 side by side;It is described
Sedimentation basin 5 carries out sludge settling to anaerobic effluent, and the sludge biogas residue of generation is sent to agricultural 11;The water sealed tank 2 produces anaerobism
Biogas carry out water seal processing;
Biogas basin 4, the biogas basin 4 are located at the downstream of water sealed tank 2, and the biogas basin 4 collects storage biogas;
Mix aerobic zone 6, the mixing aerobic zone 6 is located at the downstream of sedimentation basin 5, its to the supernatant that is produced after precipitation into
Act charitably oxygen compost treatment;
Sand filter 8, the sand filter 8 are located at the downstream of mixing aerobic zone 6, it carries out the supernatant Jing Guo Aerobic Process for Treatment
Desanding is handled;
Ecological pool 9, the ecological pool 9 are located at the downstream of sand filter 8, it can be to the animal and plant growth in it, the water of discharge
Can sewage treatment plant of direct-furnish city 10 or direct-furnish sludge drying pond 7, the sludge drying pond 7 is located at the downstream of ecological pool 9, its will
The water that ecological pool 9 discharges is precipitated, and precipitated liquid send the sludge to mixing aerobic zone 6, precipitation to send to agricultural 11.
The present invention technological process be:
Using " preconditioning+IC anaerobic systems+precipitation separation " treatment process.Workshop through grid exclude floating material and compared with
Vegetable protein waste water after big suspended material, which is sent into, mixes regulating reservoir 1, and after balanced water, water quality, IC is pumped to two liftings
Anaerobic reactor 3, the IC anaerobic reactors 3 are the core apparatus of waste water treatment engineering, and a large amount of organic pollutions are in anaeration in normal temperature
Methane, carbon dioxide etc. are converted into by IC anaerobic reactors 3 under the action of microorganism.The biogas that anaerobic reaction produces passes through water seal
The methane pipeline that tank 2 and biogas basin 4 form is recycled to boiler room burning and produces steam, to save raw coal.Anaerobic effluent flows automatically
Into 5 precipitating sludge of horizontal sedimentation tank, supernatant handles pipe network into municipal wastewater.The sludge that sedimentation basin 5 precipitates returns to mixing and adjusts
Pond 1 is saved, excess sludge periodically sell by outer discharge.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent replacement, improvement and so on, should all be included in the protection scope of the present invention.
Claims (5)
- A kind of 1. food sewage disposal system, it is characterised in that including:Regulating reservoir (1) is acidified, the acidifying regulating reservoir (1) is to workshop after grid excludes floating material and larger suspended material Vegetable protein waste water carry out balanced water, water treatment;IC anaerobic reactors (3), the IC anaerobic reactors (3) are located at the downstream of acidifying regulating reservoir (1), it is to the plant after processing Thing proteinic wastewater carries out Anaerobic Treatment, and a large amount of organic pollutions are converted into methane, two under the action of anaeration in normal temperature microorganism Carbonoxide;Sedimentation basin (5) and water sealed tank (2), the sedimentation basin (5) and water sealed tank (2) are located under IC anaerobic reactors (3) side by side Trip;The sedimentation basin (5) carries out sludge settling to anaerobic effluent, and the sludge biogas residue of generation is sent to agricultural (11);The water sealed tank (2) water seal processing is carried out to the biogas that anaerobism produces;Biogas basin (4), the biogas basin (4) are located at the downstream of water sealed tank (2), and the biogas basin (4) collects storage Biogas;Mix aerobic zone (6), mixing aerobic zone (6) is located at the downstreams of sedimentation basin (5), it is to the supernatant that is produced after precipitation Carry out aerobic compost processing;Sand filter (8), the sand filter (8) be located at mixing aerobic zone (6) downstream, its to the supernatant Jing Guo Aerobic Process for Treatment into Row desanding is handled;Ecological pool (9), the ecological pool (9) are located at the downstream of sand filter (8), its can to the animal and plant growth in it, discharge Water can sewage treatment plant of direct-furnish city (10).
- A kind of 2. food sewage disposal system according to claim 1, it is characterised in that:Ecological pool (9) discharge Water can also direct-furnish sludge drying pond (7), the sludge drying pond (7) is located at the downstream of ecological pool (9), it arranges ecological pool (9) The water put is precipitated, and precipitated liquid send the sludge to mixing aerobic zone (6), precipitation to send to agricultural (11).
- A kind of 3. food sewage disposal system according to claim 1 or 2, it is characterised in that:The acidifying regulating reservoir (1) Configure two elevator pumps.
- A kind of 4. food sewage disposal system according to claim 1, it is characterised in that:The IC anaerobic reactors (3) Configure two water circulating pumps.
- A kind of 5. food sewage disposal system according to claim 1 or 4, it is characterised in that:The IC anaerobic reactors (3) temperature of anaeration in normal temperature microorganism is 36~38 DEG C.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710952529.7A CN107954567A (en) | 2017-10-13 | 2017-10-13 | A kind of food sewage disposal system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710952529.7A CN107954567A (en) | 2017-10-13 | 2017-10-13 | A kind of food sewage disposal system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107954567A true CN107954567A (en) | 2018-04-24 |
Family
ID=61954632
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710952529.7A Withdrawn CN107954567A (en) | 2017-10-13 | 2017-10-13 | A kind of food sewage disposal system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107954567A (en) |
-
2017
- 2017-10-13 CN CN201710952529.7A patent/CN107954567A/en not_active Withdrawn
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101597562B (en) | Secondary anaerobic fermentation and power generation system for large-middle scale biogas engineering | |
CN1166769C (en) | Tow-phase type methane fermentation reactor | |
CN101302071B (en) | Method for processing palm oil waste water and use thereof | |
US8765449B2 (en) | Three stage, multiple phase anaerobic digestion system and method | |
CN102557359B (en) | Device for treating wastewater during production of pentaerythritol | |
CN101600659A (en) | The method and apparatus that is used for anaerobic digestion of organic liquid waste streams | |
CN101981174A (en) | Method for producing biogas | |
US11952300B2 (en) | Anaerobic waste digestion system | |
Berni et al. | Anaerobic digestion and biogas production: combine effluent treatment with energy generation in UASB reactor as biorefinery annex | |
CN103159380A (en) | Zero-energy-consumption sewage treatment system and method for constructed wetlands | |
CN112625873A (en) | Two-phase dry anaerobic digestion fermentation system | |
CN102167472B (en) | Combined type MBR (membrane bioreactor) sewage treating and recycling device for offshore platform | |
Dölle et al. | From fossil fuels to renewable biogas production from biomass based feedstock—a review of anaerobic digester systems | |
CN105693045B (en) | Intelligent distributed sewage recycling system | |
SK283323B6 (en) | Method and device for the biological treatment of a fluid with biogas generation | |
CN110482803A (en) | A kind of cultivating wastewater purification device | |
CN102718319B (en) | Device for treating production wastewater of jujube processing industry and treatment process thereof | |
Sattler et al. | Anaerobic processes for waste treatment and energy generation | |
CN218146053U (en) | Container type sewage treatment equipment complete system | |
CN205590522U (en) | Cities and towns domestic sewage and rubbish integration, circulation type centralized processing system | |
CN107954567A (en) | A kind of food sewage disposal system | |
US20140183108A1 (en) | Sewage water depuration plant, comprising a vertical reactor, with improved nitrogen treatment | |
CN207061979U (en) | Anaerobic reactor big flow EGR | |
CN201962117U (en) | Multiphase serial internal circulating anaerobic reactor | |
CN108928995A (en) | A kind of distributing rural sewage treatment system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WW01 | Invention patent application withdrawn after publication | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180424 |