CN110330169A - A method of collaboration processing sewage - Google Patents

A method of collaboration processing sewage Download PDF

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Publication number
CN110330169A
CN110330169A CN201910439987.XA CN201910439987A CN110330169A CN 110330169 A CN110330169 A CN 110330169A CN 201910439987 A CN201910439987 A CN 201910439987A CN 110330169 A CN110330169 A CN 110330169A
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CN
China
Prior art keywords
percolate
sewage
waste water
processing
landfill
Prior art date
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Pending
Application number
CN201910439987.XA
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Chinese (zh)
Inventor
彭磊
张�林
孔芹
徐璜
郑晓宇
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Everbright Envirotech China Ltd
Everbright Environmental Protection Research Institute Nanjing Co Ltd
Original Assignee
Everbright Envirotech China Ltd
Everbright Environmental Protection Research Institute Nanjing Co Ltd
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Application filed by Everbright Envirotech China Ltd, Everbright Environmental Protection Research Institute Nanjing Co Ltd filed Critical Everbright Envirotech China Ltd
Priority to CN201910439987.XA priority Critical patent/CN110330169A/en
Publication of CN110330169A publication Critical patent/CN110330169A/en
Pending legal-status Critical Current

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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • 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
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F23COMBUSTION APPARATUS; COMBUSTION PROCESSES
    • F23GCREMATION FURNACES; CONSUMING WASTE PRODUCTS BY COMBUSTION
    • F23G7/00Incinerators or other apparatus for consuming industrial waste, e.g. chemicals
    • F23G7/001Incinerators or other apparatus for consuming industrial waste, e.g. chemicals for sludges or waste products from water treatment installations
    • 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
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/441Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
    • 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
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/444Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by ultrafiltration or microfiltration
    • 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
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • 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
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/76Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens
    • 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
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/06Contaminated groundwater or leachate
    • 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
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/302Nitrification and denitrification treatment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F5/00Softening water; Preventing scale; Adding scale preventatives or scale removers to water, e.g. adding sequestering agents
    • C02F5/08Treatment of water with complexing chemicals or other solubilising agents for softening, scale prevention or scale removal, e.g. adding sequestering agents
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F23COMBUSTION APPARATUS; COMBUSTION PROCESSES
    • F23GCREMATION FURNACES; CONSUMING WASTE PRODUCTS BY COMBUSTION
    • F23G2209/00Specific waste
    • F23G2209/12Sludge, slurries or mixtures of liquids

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Processing Of Solid Wastes (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

The present invention provides a kind of method of collaboration processing sewage, and the sewage includes municipal solid waste incinerator percolate, landfill percolate and kitchen waste water.The described method includes: collecting municipal solid waste incinerator percolate, landfill percolate and kitchen waste water respectively;It is mixed after the municipal solid waste incinerator percolate, the landfill percolate and the kitchen waste water are pre-processed respectively, obtains mixed liquor;The mixed liquor is handled with obtain can reuse produce water, wherein the processing includes the anaerobic bio-treated successively carried out, the processing of nitrification/denitrification and advanced treating.According to the present invention, it is handled after garbage burning factory percolate, percolate from garbage filling field and kitchen waste water are incorporated to same sewage collecting pool together, the investment of two independent Sewage Disposals can be saved, reduce occupied area, reduce civil engineering costs, meanwhile handled to obtain after mixing three kinds of sewage can reuse production water, improve sewage treating efficiency.

Description

A method of collaboration processing sewage
Technical field
The present invention relates to field of garbage disposal, in particular to a kind of method of collaboration processing sewage.
Background technique
Fresh house refuse generally requires 3~7d of heap ferment in factory before burning, so that rubbish cures and drips moisture removal, To improve the calorific value of rubbish, generation garbage burning factory percolate during this.House refuse will during stacking or landfill Generate the percolate for containing a large amount of pollutants.Since the factors such as climate, region and local living habit influence, percolate has Water quality and quantity changes greatly, suspended matter (SS), soluble solid (TDS) in water, the features such as ammonia nitrogen and organic pollutant concentration are higher. The liquid that landfill percolate is mainly derived from natural precipitation, itself aqueous, waste is generated in stockyard by thermal decomposition in house refuse Body etc., and generate gravity flowing in landfill heap body and impregnate generated liquid in rubbish.Landfill percolate with Time extension is filled, ammonia nitrogen concentration and hardly degraded organic substance content increase, BOD5/CODCrValue reduces, and nutritive proportion (C:N:P) is tight It lacks of proper care again, biodegradability is poor, the generally existing biochemical system fluctuation of service of conventional garbage landfill percolate treatment process, fortune The problems such as row is at high cost, water outlet is not up to standard.Also, most of concentrated water all recharges after processing cause old-age group to fill out to landfill yard It buries a percolate and accumulates serious, processing difficulty increase.
Kitchen waste water is one waste water that kitchen garbage generates after grease extracts and is separated by solid-liquid separation.Kitchen garbage processing The waste water quality that process generates is complicated, has the characteristics that high total nitrogen, high COD, high salt and high SS, processing difficulty is larger, especially It is the nitrogen in kitchen waste water containing higher concentration, such as disposes arbitrarily discharge without depth, water eutrophication can be caused.
Increasingly increase along with attention degree of the country to environmental protection, and sewage drainage standard is also further harsh, traditional fills out Mai Chang percolate treatment plant and kitchen waste water treatment plant are existed using separately construction and are taken up a large area, civil engineering costs height, are discharged not The problems such as up to standard, biochemical operation is poor, carbon-nitrogen ratio is uneven, in turn result in operating cost is high, initial investment greatly, fluctuation of service asks Topic etc..
For this reason, it is necessary to which it is useless to propose that a kind of collaboration handles municipal solid waste incinerator percolate, landfill percolate and kitchen The method of water, to solve the problems of the prior art.
Summary of the invention
A series of concept of reduced forms is introduced in Summary, this will in the detailed description section into One step is described in detail.Summary of the invention is not meant to attempt to limit technical solution claimed Key feature and essential features do not mean that the protection scope for attempting to determine technical solution claimed more.
The present invention provides it is a kind of collaboration processing sewage method, the sewage include municipal solid waste incinerator percolate, Landfill percolate and kitchen waste water, comprising:
Municipal solid waste incinerator percolate, landfill percolate and kitchen waste water are collected respectively;
The municipal solid waste incinerator percolate, the landfill percolate and the kitchen waste water are located in advance respectively It is mixed after reason, obtains mixed liquor;
The mixed liquor is handled with obtain can reuse produce water, wherein the processing includes the anaerobism that successively carries out Biological treatment, nitrification/denitrification processing and advanced treating.
Illustratively, the municipal solid waste incinerator percolate, the landfill percolate and the kitchen waste water are received The percolate reservoir collected in garbage burning factory is mixed.
Illustratively, sludge is generated after handling the mixed liquor, the method also includes carrying out to the sludge Dehydration obtains dewatered sludge and supernatant liquor and burns the dewatered sludge.
It illustratively, further include being mixed after being pre-processed to the supernatant liquor, to obtain the mixed liquor.
Illustratively, the anaerobic bio-treated includes that the mixed liquor is made to carry out anaerobic reaction to remove organic matter.
Illustratively, the processing of the nitrification/denitrification to the mixed liquor nitrify/anti-nitration reaction to be to remove Nitrogen, using ultrafiltration membrance filter to improve effluent quality.
Illustratively, in the nitrification/denitrification processing, the landfill percolate is the municipal solid waste incinerator Organic matter provides carbon source in percolate and kitchen waste water
Illustratively, the pretreatment includes that the mixed liquor is successively passed through to mechanical filter, sedimentation basin precipitating and is adjusted Pond is adjusted.
Illustratively, the advanced treating includes Chemical softnessprocess.
Illustratively, the advanced treating further includes reverse osmosis treatment.
Collaboration according to the present invention handles the side of municipal solid waste incinerator percolate, landfill percolate and kitchen waste water Garbage burning factory percolate, percolate from garbage filling field and kitchen waste water are incorporated to after sewage collecting pool mixes together and carry out by method Processing, saves two individual Sewage Disposals, reduces occupied area, reduce civil engineering costs;Meanwhile by three kinds of sewage Mix it is latter with handled to obtain can reuse production water, take full advantage of the general character of three kinds of sewage treatments, solve three kinds of dirts The problem of hardly possible at high cost, up to standard is managed in moisture other places, improves sewage treating efficiency and processing quality.
Detailed description of the invention
Following drawings of the invention is incorporated herein as part of the present invention for the purpose of understanding the present invention.Shown in the drawings of this hair Bright embodiment and its description, principle used to explain the present invention.
In attached drawing:
Fig. 1 is that municipal solid waste incinerator percolate, landfill yard diafiltration are handled according to the collaboration of one embodiment of the present of invention The flow chart of the method for liquid and kitchen waste water;
Fig. 2 is to handle municipal solid waste incinerator percolate, landfill yard according to a kind of collaboration of one embodiment of the present of invention The structural block diagram of the system of percolate and kitchen waste water.
Specific embodiment
In the following description, a large amount of concrete details are given so as to provide a more thorough understanding of the present invention.So And it is obvious to the skilled person that the present invention may not need one or more of these details and be able to Implement.In other examples, in order to avoid confusion with the present invention, for some technical characteristics well known in the art not into Row description.
In order to thoroughly understand the present invention, detailed description will be proposed in following description, to illustrate collaboration of the invention The method for handling municipal solid waste incinerator percolate, landfill percolate and kitchen waste water.Obviously, execution of the invention and unlimited In the specific details that the technical staff of field of garbage disposal is familiar with.Presently preferred embodiments of the present invention is described in detail as follows, however Other than these detailed descriptions, the present invention can also have other embodiments.
It should give it is noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root According to exemplary embodiment of the present invention.As used herein, unless the context clearly indicates otherwise, otherwise singular It is intended to include plural form.Additionally, it should be understood that when using term "comprising" and/or " comprising " in the present specification When, indicate that there are the feature, entirety, step, operation, element and/or component, but do not preclude the presence or addition of one or more Other a features, entirety, step, operation, element, component and/or their combination.
Now, an exemplary embodiment of the present invention is more fully described with reference to the accompanying drawings.However, these exemplary realities Applying example can be implemented with many different forms, and should not be construed to be limited solely to the embodiments set forth herein.It should These embodiments that are to provide understood are in order to enable disclosure of the invention is thoroughly and complete, and by these exemplary implementations The design of example is fully conveyed to those of ordinary skill in the art.In the accompanying drawings, for the sake of clarity, the thickness of layer and region is exaggerated Degree, and make that identical element is presented with like reference characters, thus description of them will be omitted.
Landfill percolate extends with the landfill time, and ammonia nitrogen concentration and hardly degraded organic substance content increase, BOD5/CODCr Value reduces, and nutritive proportion (C:N:P) numerous imbalances, biodegradability is poor, and conventional garbage landfill percolate treatment process is universal There are biochemical system fluctuation of service, operating cost is high, is discharged the problems such as not up to standard.Also, most of concentrated water after processing All recharge causes aged landfill percolate to accumulate serious, processing difficulty increases to landfill yard.
The waste water quality that kitchen garbage treatment process generates is complicated, has high total nitrogen, high COD, high salt and high SS etc. special Point, processing difficulty is larger, especially containing the nitrogen of higher concentration in kitchen waste water, such as without disposing arbitrarily discharge, can draw Play water eutrophication.
Increasingly increase along with attention degree of the country to environmental protection, and sewage drainage standard is also further harsh, traditional fills out Mai Chang percolate treatment plant and kitchen waste water treatment plant are existed using separately construction and are taken up a large area, civil engineering costs height, are discharged not The problems such as up to standard, biochemical operation is poor, carbon-nitrogen ratio is uneven, in turn result in operating cost is high, initial investment greatly, fluctuation of service asks Topic etc..
In order to solve the problems in the prior art, the present invention provides a kind of collaboration processing municipal solid waste incinerator diafiltrations The method of liquid, landfill percolate and kitchen waste water, comprising:
Municipal solid waste incinerator percolate, landfill percolate and kitchen waste water are collected respectively;
The municipal solid waste incinerator percolate, the landfill percolate and the kitchen waste water are mixed, obtained To mixed liquor;
The mixed liquor is handled with obtain can reuse produce water, wherein the processing includes that successively to carry out anaerobism raw Object processing, membrane biological reaction and advanced treating.
The device of the invention to the collaboration processing of a variety of sewage is schematically illustrated below with reference to Fig. 1 and Fig. 2, wherein Fig. 1 is to handle municipal solid waste incinerator percolate, landfill percolate and kitchen according to the collaboration of one embodiment of the present of invention The flow chart of the method for waste water;Fig. 2 is to handle municipal solid waste incinerator according to a kind of collaboration of one embodiment of the present of invention to seep Filtrate, landfill percolate and kitchen waste water system structural block diagram.
Referring initially to Fig. 1, step S1 is executed: collecting municipal solid waste incinerator percolate, landfill percolate and meal respectively Kitchen waste water.
Landfill percolate is mainly derived from that natural precipitation, itself aqueous, waste is thermally decomposed in stockyard in house refuse The liquid etc. of generation, and generate gravity flowing in landfill heap body and impregnate generated liquid in rubbish.Garbage loading embeading Field leachate quality generally has the following characteristics that macromolecular, COD high difficult to degrade;Ammonia nitrogen, total nitrogen are high, carbon-nitrogen ratio imbalance;It is total hard Degree, total alkalinity are higher;Total dissolved solid is high, and chloride ion and sulfate radical are relatively high, and fouling tendency is big.
Fresh house refuse generally requires 3~7d of heap ferment in factory before burning, so that rubbish cures and drips moisture removal, To improve the calorific value of rubbish, generation garbage burning factory percolate during this.Garbage incinerating power plant percolate is because without hair Ferment, biodegradability are good.
Waste water in kitchen garbage is generated after grease extracts and is separated by solid-liquid separation by kitchen garbage.
The technique that tradition handles above-mentioned three kinds of sewage uses builds processing workstation respectively, take up a large area, Civil engineering costs is high, is discharged the problems such as not up to standard, biochemical operation is poor, carbon-nitrogen ratio is uneven, in turn results in operating cost height, initial stage throws Big, fluctuation of service problem of money etc..The present invention introduces same treatment tank mixing after collecting above-mentioned three kinds of sewage respectively after It is handled, saves two individual Sewage Disposals, reduce occupied area, reduce civil engineering costs.
With continued reference to Fig. 1, step S2 is executed: will be by the municipal solid waste incinerator percolate, the landfill percolate It is mixed after being pre-processed respectively with the kitchen waste water, obtains mixed liquor, obtain mixed liquor.Illustratively, it is received using sewage Ji Chi mixes three.
Referring to Fig. 2, shows a kind of collaboration according to the present invention and handle municipal solid waste incinerator percolate, landfill yard diafiltration The structural block diagram of the system of liquid and kitchen waste water.Wherein, sewage collecting pool 1 is to collect sewage to be processed, and wherein sewage is received Collecting pond 1 includes that percolate from garbage filling field collection device 101, garbage burning factory leachate collecting device 102 and kitchen waste water are received Acquisition means 103.Percolate from garbage filling field collection device 101 collects the percolate generated after garbage loading embeading.Garbage burning factory seeps Filtrate collection device 102 is to collect garbage burning factory percolate.Kitchen waste water collection device 103 is to collect in kitchen garbage Waste water, above-mentioned three kinds of sewage introduces after same treatment tank mixes and be handled by the present invention, save two it is individually dirty Water treatment station reduces occupied area, reduces civil engineering costs.
The pretreatment includes that the mixed liquor is successively passed through to mechanical filter, sedimentation basin precipitating and conditioning tank to adjust.Ginseng It sees Fig. 2, the pretreatment is carried out in pretreatment system 201.
Pretreatment system 201 is made of mechanical filter, sedimentation basin and conditioning tank.Municipal solid waste incinerator percolate, rubbish Rubbish landfill percolate and kitchen garbage organic wastewater are by the biggish floating material of self-cleaning basket filter removal, fibrous matter With after solid particle enter vertical sedimentation basin.Sedimentation basin will be contained in percolate and kitchen waste water using sedimentation theory A large amount of suspended matters and colloidal substance precipitation and separation, to mitigate the processing load of subsequent structures.The overflow of sedimentation basin supernatant is extremely Conditioning tank, the sludge for being deposited on bucket bottom periodically drain into sludge concentration tank with Pulp pump.
Since percolate water is in peak, the uneven state of paddy, percolation liquid treating system needs to be arranged the adjusting of a constant volume Pond spares to aftertreatment systems bring impact load to alleviate water unevenness.Simultaneously, it is contemplated that percolate from garbage filling field ammonia Nitrogen is higher, carbon-nitrogen ratio is unbalance, biodegradability is poor, and COD concentration is higher in kitchen waste water, and the two is sufficiently mixed in conditioning tank It closes, homogeneous average, improves the biochemical of raw water.
An example according to the present invention, it is described by the municipal solid waste incinerator percolate, the landfill percolate The percolate reservoir being collected into garbage burning factory with the kitchen waste water is mixed.
An example according to the present invention, also generates sludge after handling the mixed liquor, the method also includes The sludge is carried out dehydrating and obtains dewatered sludge and supernatant liquor and the burning dewatered sludge.
An example according to the present invention, the percolate reservoir in municipal solid waste incinerator mix three.It adopts Percolate reservoir in municipal solid waste incinerator mixes three, allows the sludge generated after subsequent processing straight It taps into and is burned into municipal solid waste incinerator, effectively reduce process, improve treatment effeciency.
With continued reference to Fig. 1, execute step S3: the mixed liquor is handled with obtain can reuse produce water, wherein it is described Processing includes successively carrying out anaerobic bio-treated, nitrification/denitrification processing and advanced treating.
With continued reference to Fig. 2, mixed liquor is handled in processing unit 2.
Processing unit 2 includes: pretreatment system 201, anaerobic bio-treated device 202, membrane bioreactor 203 and depth Processing system 204.
Illustratively, anaerobic bio-treated device 202 is set as inner-outer circulation high efficiency anaerobic reactor (IOC).It is micro- wherein Biology exists in the form of granular sledge, and biomass obviously increases;Since water distribution is relatively uniform, and upflow velocity is high, sludge Suspension is presented and swelling state, sewage and microorganism contact probability greatly increase, treatment effeciency significantly improves;With methane production rate High, the features such as outlet water organic substance is low, effluent quality is good.Meanwhile reactor is handled using anaeration in normal temperature, in order to low in winter temperature When can maintain system need temperature of reactor, needed before percolate enters anaerobic system setting heating system, anaerobic reactor Insulation is also contemplated that when design.
The nitrification/denitrification processing is carried out in membrane bioreactor 203.It is generated by anaerobic bio-treated device 202 Anaerobism produces water gravity flow and enters nitrification/denilrification system.It produces water to anaerobism using aerating system and fills and add enough oxygen, make aerobic bacteria There can be enough oxygen utilization Organic substance in water to carry out metabolism, so that the pollutant in water be made to become carbon dioxide and water etc. Harmless inorganic matter.Anaerobism produces water and is introduced into denitrification pond progress denitrification denitrogenation, subsequently enters nitrification tank and carries out nitration reaction, most Enter ultrafiltration membrane system afterwards.External membrane system ultrafiltration membrane realizes the mud-water separation of biochemical treatment system, retains sludge, improves micro- Biological concentration improves the removal efficiency of reactor.
Illustratively, in the nitrification/denitrification processing, the landfill percolate is the municipal solid waste incinerator Organic matter provides carbon source in percolate and the kitchen waste water.Landfill percolate is used to be percolated for the municipal solid waste incinerator Organic matter provides carbon source in liquid and kitchen waste water, reduces process operation cost.
An example according to the present invention, advanced treating include Chemical softnessprocess and/or reverse osmosis treatment.It is exemplary , chemical tendering reaction tank is first delivered to by the water of membrane bioreactor output, lime and a small amount of chlorine are added into reaction tank Sour sodium, is stirred to react, and removes most hardness, heavy metal;Meanwhile lime has certain adsorptivity, can remove one Divide COD;Sodium hypochlorite is strong oxidizer, reduces coloration and oxidized portion COD, can also anti-locking system microbial contamination.By The water overflow containing sediment after reaction enters sedimentation basin, and in sedimentation basin, the sediment for reacting generation is deposited on bottom.Cross-flow The filter membrane that declines is separated the sediment in waste water using micropore, for replacing traditional sedimentation or clarification process, can be obtained Preferable effluent quality.Sedimentation basin concentration sludge and micro-filtrate membrane filtration generate sludge enter centrifugal separator to sludge into Row is concentrated again.
Microfiltration membranes produce water and are discharged into production pond, and into micro-filtration production pond, micro-filtration production water is adjusted to neutrality, acid adding by addition hydrochloric acid Both it had prevented inorganic salts in film surface fouling, and also may make that the ammonia of free state and the sulfuric acid of addition form ammonia salt in raw water, improved film To ammonia nitrogen removal frank.Enter counter-infiltration system after bag filter.Reverse osmosis membrane concentrate is delivered to incineration plant main building Reuse.
The device to the collaboration processing of a variety of sewage according to the abovementioned embodiments of the present invention, this technique is using MBR to anaerobism Water outlet carries out advanced nitrogen.Basicity, hardness are relatively high in sewage, and calcium hydroxide, sodium hydroxide is added, and wastewater pH is adjusted to conjunction Suitable pH, can convert bicarbonate radical in water to carbonate, carbonate can with calcium and magnesium ion in water and most of metal from Son reaction generates precipitating, by filtering out these ions, greatly reduces divalent ion in the tendency of reverse osmosis concentrated water end (W.E.) fouling.Reverse osmosis Permeable membrane component has selectivity retention to ion, removes most salts.Reverse osmosis membrane assembly removes various ions, COD Rate can achieve 95% or more, and stable effluent quality is up to standard.
Percolate from garbage filling field and kitchen waste water utilize MSW Incineration Plant percolate treating process line, are not required to It is additional to increase civil engineering construction, save cost of investment;The technique seeps MSW Incineration Plant percolate, refuse landfill Filtrate and the mixing of kitchen waste water homogeneous, improve system biochemical, are not required to additionally add the expensive carbon source such as methanol, reduce Process operation cost.
An example according to the present invention is handled and deep by above-mentioned pretreatment, anaerobic bio-treated, membrane biological reaction After degree processing, Process for Effluent is stably reached in " urban sewage reutilization industry water standard " (GB/T19923-2005) and is opened wide Formula recirculating cooling water system supplements water water standard.
Illustratively, in the step S3, sludge is obtained while processing the mixed liquor, the method is also Dewatered sludge and supernatant liquor are obtained including being carried out dehydrating to the sludge.
Setting sludge storage pool 3 collects the sludge as shown in Figure 2, and is carried out dehydrating to the sludge, is dehydrated Sludge and supernatant liquor.Illustratively, as shown in Fig. 2, sludge storage pool 3 includes the first sludge storage pool 301 and the second sludge storage pool 302, wherein the first sludge storage pool is used to store by pretreatment system 201, anaerobic bio-treated device 202, membrane bioreactor 203 The sludge of discharge, the second sludge storage pool 302 are used to store the sludge of the discharge of advanced treatment system 204.
According to one embodiment of present invention, sewage collecting pool setting is described by the house refuse in garbage burning factory Incineration leachate, the landfill percolate and the kitchen waste water are collected into the progress of the percolate reservoir in garbage burning factory Mixing.Wherein, the dewatered sludge that the sludge generated after processing unit handles sewage is formed after being dehydrated into sludge storage pool excessively Input incinerator is burned.
According to one embodiment of present invention, sludge storage pool continues input processing to the supernatant liquor formed after sludge dewatering Device is handled, with formed can reuse production water.
An example according to the present invention, the moisture percentage in sewage sludge of generation is higher, is dehydrated its moisture content from 96% or so It is down to 70%~85%, volume is reduced to original 1/5~1/10, and dewatered sludge send the incinerator to incineration plant to be burned Processing, supernatant liquor are back to processing unit and are further processed.So that sewage (including liquid portion and solid portion) To being effectively treated comprehensively, the quality and treatment effeciency of sewage treatment are further improved.
The present invention has been explained by the above embodiments, but it is to be understood that, above-described embodiment is only intended to The purpose of citing and explanation, is not intended to limit the invention to the scope of the described embodiments.Furthermore those skilled in the art It is understood that the present invention is not limited to the above embodiments, introduction according to the present invention can also be made more kinds of member Variants and modifications, all fall within the scope of the claimed invention for these variants and modifications.Protection scope of the present invention by The appended claims and its equivalent scope are defined.

Claims (10)

1. it is a kind of collaboration processing sewage method, the sewage include municipal solid waste incinerator percolate, landfill percolate and Kitchen waste water characterized by comprising
Municipal solid waste incinerator percolate, landfill percolate and kitchen waste water are collected respectively;
After the municipal solid waste incinerator percolate, the landfill percolate and the kitchen waste water are pre-processed respectively Mixing, obtains mixed liquor;
The mixed liquor is handled with obtain can reuse produce water, wherein the processing includes the anaerobic organism that successively carries out Processing, nitrification/denitrification processing and advanced treating.
2. the method as described in claim 1, which is characterized in that by the municipal solid waste incinerator percolate, the landfill yard The percolate reservoir that percolate and the kitchen waste water are collected into garbage burning factory is mixed.
3. method according to claim 2, which is characterized in that generate sludge, the side after handling the mixed liquor Method further includes being carried out dehydrating to obtain dewatered sludge and supernatant liquor and the burning dewatered sludge to the sludge.
4. method as claimed in claim 3, which is characterized in that further include being mixed after being pre-processed to the supernatant liquor It closes, to obtain the mixed liquor.
5. the method as described in claim 1, which is characterized in that the anaerobic bio-treated includes detesting the mixed liquor Oxygen is reacted to remove organic matter.
6. the method as described in claim 1, which is characterized in that the processing of the nitrification/denitrification to the mixed liquor into Row nitrification/anti-nitration reaction is to remove nitrogen, using ultrafiltration membrance filter to improve effluent quality.
7. the method as described in claim 1, which is characterized in that in the nitrification/denitrification processing, the landfill yard diafiltration Liquid provides carbon source for organic matter in the municipal solid waste incinerator percolate and kitchen waste water.
8. the method as described in claim 1, which is characterized in that the pretreatment includes that the mixed liquor is successively passed through machinery Filtering, sedimentation basin precipitating and conditioning tank are adjusted.
9. the method as described in claim 1, which is characterized in that the advanced treating includes Chemical softnessprocess.
10. the method as described in claim 1, which is characterized in that the advanced treating further includes reverse osmosis treatment.
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Application publication date: 20191015