CN105948407A - Novel IFBR-UASB-ICEAS (Improved Fluidized Bed Reactor-Upflow Anaerobic Sludge Bed-Intermittent Cyclic Extended Aeration System) process for treating industrial wastewater - Google Patents

Novel IFBR-UASB-ICEAS (Improved Fluidized Bed Reactor-Upflow Anaerobic Sludge Bed-Intermittent Cyclic Extended Aeration System) process for treating industrial wastewater Download PDF

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CN105948407A
CN105948407A CN201610485470.0A CN201610485470A CN105948407A CN 105948407 A CN105948407 A CN 105948407A CN 201610485470 A CN201610485470 A CN 201610485470A CN 105948407 A CN105948407 A CN 105948407A
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fenton
industrial wastewater
reactor
waste water
water
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CN105948407B (en
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金建祥
周佳玮
任生鼎
张文杰
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Anhui Anfeng Environmental Technology Co., Ltd
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Yangcheng Institute of Technology
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    • 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
    • C02F1/20—Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
    • 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
    • C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/46104—Devices therefor; Their operating or servicing
    • C02F1/46176—Galvanic cells
    • 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
    • C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • 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
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • 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
    • C02F2301/00—General aspects of water treatment
    • C02F2301/04—Flow arrangements
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2305/00—Use of specific compounds during water treatment
    • C02F2305/02—Specific form of oxidant
    • C02F2305/026—Fenton's reagent
    • 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
    • C02F3/12—Activated sludge processes
    • C02F3/1236—Particular type of activated sludge installations
    • 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
    • C02F3/2846—Anaerobic digestion processes using upflow anaerobic sludge blanket [UASB] reactors
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00—Technologies for the production of fuel of non-fossil origin
    • Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel

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  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

The invention provides a novel IFBR-UASB-ICEAS (Improved Fluidized Bed Reactor-Upflow Anaerobic Sludge Bed-Intermittent Cyclic Extended Aeration System) process for treating industrial wastewater. The process comprises a regulating reservoir, an improved Fenton fluidized bed, a degassing neutralization tank, a coagulative precipitation tank, an upflow anaerobic sludge bed and an ICEAS reactor; the units are connected sequentially through a water pipe, so as to treat the industrial wastewater. The process is optimized, the line is clear and concise, the overall removal rate of COD (Chemical Oxygen Demand) is larger than or equal to 95%, the removal rate of organic featured pollutants is larger than or equal to 95%, the operation management is convenient, the process is stable, and the investment operating cost is low.

Description

IFBR-UASB-ICEAS processes industrial wastewater novel process
Technical field
The present invention relates to a kind of method of wastewater treatment, be specifically related to the process of Industrial Wastewater Treatment, belong at waste water Reason technical field.
Background technology
Industrial wastewater has that water quantity and quality changes greatly, biodegradability is poor, be difficult to the feature degraded and pollutant complexity is many The features such as sample, the water quality being typically based on actual waste water takes suitable preprocess method, such as flocculation, light electrolysis, absorption, photocatalysis Etc. technique, destroy hardly degraded organic substance in waste water, improve the biodegradability of waste water, then be combined biological method, such as ABR, SBR, A/O Technique etc., process industrial wastewater.Also tend at present both at home and abroad to use multiple to the research processing industrial wastewater technique The group technology of method.
From the point of view of existing Patent data, Chinese patent " process for treating waste water by aerobic-anaerobic microbic repeated coupling (CN200310121766.7) " although effect is fine, but the cost of device can be improved to a certain extent, and Aerobic-anaerobic is anti- Complex coupling is unfavorable for the absolute anaerobic environment of microorganism, and biological treatment efficiency is the highest.Patent " a kind of baffled reactor and place thereof The method (CN200610012070) of reason sewage " and patent " Integrative processing plant for high concentration organic wasted water (CN200310100513.1) " relate to many secondary coupling of anaerobic processes and aerobic process, add complexity and the fortune of equipment The difficulty of line pipe reason, and there is no advanced oxidation processes.
At present, it is high to there is processing cost in the process technique of existing industrial wastewater, persistent organic pollutants removal efficiency The highest, process operation is unstable, and treatment effect is undesirable, it is impossible to meet the problems such as environmental requirement.
Summary of the invention
Goal of the invention: the invention aims to solve the deficiencies in the prior art, it is provided that a kind of process optimization closes Reason, persistent organic pollutants treatment effeciency are high, treatment effect is stable and the process of the Industrial Wastewater Treatment of economical rationality.
Technical scheme: in order to realize the purpose of the present invention, the technical solution used in the present invention is: IFBR-UASB-ICEAS Processing industrial wastewater novel process, this technique is that modified model Fenton fluid bed (IFBR), up-flow anaerobic sludge blanket are used in combination (UASB) with ICEAS reactor, industrial wastewater is processed；Group technology includes regulating reservoir, modified model Fenton fluid bed, takes off Gas neutralization pond, coagulative precipitation tank, up-flow anaerobic sludge blanket and ICEAS reactor, be sequentially connected with through water pipe.
The technique of this process industrial wastewater includes following operating procedure:
(1) industrial wastewater is after pretreatment, enters regulating reservoir；
(2) it is adjusted rear waste water and is conveyed into modified model Fenton fluid bed by intake pump, by medicine system to modified model Fenton stream Change in bed and be separately added into H2SO4Solution, FeSO4Solution and H2O2Solution, enters modified model by reflux pump fragrant by part effluent recycling Pause in fluid bed, in making Fenton fluid bed, present fluidisation state；The oxidizing tower of modified model Fenton fluid bed is cylindrical shape, three pieces of sieve plates Oxidizing tower is divided into from bottom to top into water water distribution area, Fenton oxidation district, ferrum carbon reaction zone and exhalant region；Fenton oxidation district is added with filling out Material A, ferrum carbon reaction zone is added with filler B；Circulating device is connected to water inlet at the two of exhalant region and oxidizing tower；Pass through Fenton oxidation The Fenton's reaction in district and the micro-electrolysis reaction of ferrum carbon reaction zone, remove part COD and the organic dirt of most difficult degradation in waste water Dye thing；
(3) water outlet of modified model Fenton fluid bed enters degassing neutralization pond, sloughs a small amount of gas by stirring, adds NaOH solution, The pH value of regulation waste water；
(4) degassing neutralization pond water outlet enters coagulative precipitation tank, adds coagulant by coagulant medicine system, and controls stirring speed Degree forms big flco；Entering back into sediment fraction, the big flco of formation realizes precipitate and separate, precipitating sludge warp in settling zone Sludge treating system processes；
(5) coagulative precipitation tank water outlet enters up-flow anaerobic sludge blanket through infusion, after waste water is entered by reactor lower part, passes upward through Sludge Bed district, suspended sludge area, three phase separator, then water outlet, biogas is discharged by air chamber；By the effect of anaerobe Remove part COD and persistent organic pollutants in waste water, reduce the SS of waste water further；Control hydraulic detention time be 12～ 36 h；Sludge Bed district granule sludge is tamed by anaerobic sludge；
(6) up-flow anaerobic sludge blanket water outlet enters ICEAS reactor, and reactor is designed as two parts along pond length direction, anterior Being also referred to as pre-reaction zone for biological selecting area, rear portion is main reaction region；The aeration of main reaction region, precipitation, draining, the process week such as idle Phase circular flow；Pre-reaction zone arranges micro-aerator, and the water decanter of liftable draining is installed at rear portion, main reaction region；Realize simultaneously Continuum micromeehanics, is interrupted draining；
(7) discharged wastewater met the national standard after ICEAS reactor for treatment.
Further, the bottom of regulating reservoir is provided with microporous aeration device, the water quality and quantity of regulation waste water；Work after being adjusted Industry waste water quality index: COD be 5000 ~ 6000 mg/L, SS be 150～300mg/L, chlorobenzene class is 60 ~ 80 mg/L.
Further, the filler B that ferrum carbon reaction zone is arranged can use column-shaped active carbon, column-shaped active carbon, and round end diameter 3 ~ 4mm, highly 8 ~ 12 mm, first use liquid phase reduction to load zeroth order Nanoscale Iron on the activated carbon, refill and insert ferrum carbon reaction zone, Refill and insert ferrum carbon reaction zone.
Further, the exhalant region of modified model Fenton fluid bed connects circulating device, and point two water inlet pipes are respectively fed to sweet smell Water inlet at the two of zoneofoxidation bottom and bottom, ferrum carbon reaction zone, the backflow water yield is respectively Q1And Q2, Q1With Q2Ratio with m3/d Meter ratio is 8:1-10:1.
Further, during modified model Fenton fluidized bed processing, H2O2It is 2 ~ 4:1, H with COD ratio in terms of mg/L2O2 With Fe2+Mol ratio be 3 ~ 5:1, the waste water mean residence time in Fenton oxidation district controlled at 0.5 ~ 1.5 hour, and waste water exists The mean residence time of ferrum carbon reaction zone controls at 15 ~ 45 minutes, regulates Fenton fluid bed by medicine system and online pH meter The pH value of middle waste water so that it is maintain between 3.0 ~ 4.0.
Further, the design volumetric loading of up-flow anaerobic sludge blanket is 10 ~ 12 kgCOD/(m3D).
Further, the aeration of ICEAS reactor main reaction region, precipitation, draining, the process cycle period such as idle are 4 little Time, aeration, precipitation, draining, the distribution of idle time are respectively 120 minutes, 60 minutes, 40 minutes, 20 minutes；Reactor runs Sludge loading is 0.15 ~ 0.35 kgCOD/(kgMLSS d).
Ultimate principle is summarized as follows.
1, modified model Fenton fluid bed (IFBR) operation principle
(1) waste water enters the Fenton oxidation district of modified model Fenton fluid bed, is divided in Fenton fluid bed by medicine system simultaneously Do not add H2SO4Solution, FeSO4Solution and H2O2Solution, is flowed back into water part in Fenton fluid bed by reflux pump, makes Present fluidisation state in Fenton fluid bed, removed part COD and organic dirt of most difficult degradation of waste water by Fenton's reaction Dye thing (being i.e. difficult to biodegradable organic pollution, also known as characteristic contamination or characteristic organic pollutants)；Regulation return flow, Control the height of filler expansion less than middle sieve plate.
The principle of Fenton fluidized bed process: utilizing carrier is by sweet smell as crystallization nuclear species, pending waste water and interpolation medicament The fluidized-bed bottom that pauses enters into and up flowing.It is circumscribed with effluent recycling pipeline, in order to adjust influent stream water degree of supersaturation and to reach to carry On body, Flow Velocity makes carrier surface form stable state crystalline solid, after crystal particle diameter reaches 2.5 mm ~ 3 mm, reclaims outside drain tank Recycling.Fenton fluidized bed process utilizes the pattern of fluid bed to make ferric iron major part produced by Fenton method be crystallized or heavy Form sediment, be coated on the carrier surface of liquid bed, be one and combine homophase chemical oxidation (Fenton method), out-phase chemical oxidation (H2O2/ FeOOH), the new technique of the function such as fluid bed crystallization.Traditional Fenton oxidation method has been made significantly by this technology Improvement, so can reduce employing traditional F enton method and produce substantial amounts of chemical sludge, the ferrum oxygen simultaneously formed at carrier surface Compound has the effect of heterocatalysis, and the pattern of fluid bed also promotes chemical oxidation reaction and mass-transfer efficiency, makes COD remove Rate promotes.Its reacted go out flowing water through pH value adjust after can produce iron containing sludge.Iron containing sludge reduces than traditional Fenton oxidation 70%, also reduce H2O2The waste of medication, may utilize hydrogen peroxide chemical feeding quantity simultaneously and adjusts, adjust COD removal amount, it is achieved effectively control The reduction of the COD of waste water, is the guarantee of waste water process qualified discharge.Fenton process is as the one of advanced oxidation, the present invention simultaneously Mainly utilize Fenton process to be difficult to biodegradable organic pollution except the most of waste water, make difficult degradation organic efficiently Pollutant chain rupture, open loop, resolve into small organic molecule, improve the biodegradability of waste water, it is easy at follow-up biological treatment list Unit is further processed.
(2) waste water enters the ferrum carbon reaction zone of modified model Fenton fluid bed through middle sieve plate, in iron-carbon micro-electrolysis condition Under, persistent organic pollutants in catalysis oxidized waste water.Micro electrolysis tech is a kind of reason processing high concentrated organic wastewater at present Think technique.It is in the case of cold, utilizes the potential difference that the micro-electrolysis material self being filled in waste water produces to useless Water carries out electrolysis process, to reach the purpose of degradable organic pollutant.Middle sieve plate play support ferrum carbon reaction zone filler and The effect of rectification.Modified model Fenton fluid bed, mainly by the zeroth order Nanoscale Iron of activated carbon Yu load, forms the ferrum of light electrolysis Carbon battery.The potential difference utilizing the micro-electrolysis material self being filled in waste water to produce carries out electrolysis process, catalysis fall to waste water Solve the organic substance in waste water.After the zeroth order Nanoscale Iron of load consumes, activated carbon is taken out, with liquid phase reduction again Raw, recycled.
2, upflow anaerobic sludge blanket reactor (UASB) operation principle
Upflow anaerobic sludge blanket reactor (UASB) anaerobic reaction process is as other Anaerobic treatment techniques, including water Solve, acidifying, produce acetic acid and methane phase etc..Majority of organic pollutants in sewage is degraded to methane through anaerobic fermentation here And carbon dioxide.These anaerobic processes are proper absolute anaerobic processes, and biological agent process does not has oxygen to participate in, training The anaerobe supported is preponderated.Anaerobe forms granule sludge and the organic pollution of COD in waste water and difficult degradation rises main removal Effect, and removal efficiency is high.Upflow anaerobic sludge blanket reactor (UASB) main body is reaction tower, can be divided into into water cloth water system System, reaction zone (anaerobic granular sludge bed layer), three-phase separation area, outlet system and return-flow system.It is dirty that UASB relies primarily on granule Mud processes waste water, currently belongs to more advanced anaerobic process.Waste water is entered reactor by the water-locator of bottom, by rich in anaerobism The mud district of bacterium, under the effect of anaerobe, COD and persistent organic pollutants are removed in a large number, produce a large amount of natural pond simultaneously Gas, the effect by three phase separator at the top of reactor, gas and water outlet discharge respectively, and mud then settles go back to mud district. It is by the upflow velocity (6 ~ 12 m/ h) remaining higher that is in operation, and makes granule sludge be in suspended state, also may be used simultaneously To use higher reactor or to use effluent recycling to obtain high stirring intensity, thus ensure that into water and mud granule It is fully contacted, promotes organic fast degradation.UASB reactor is provided with special effluent recycling system.UASB reactor is general For cylindric turriform, feature is to have the biggest ratio of height to diameter, and typically up to 3 ~ 5, the height of process units reactor is up to 15 ~ 20 m.Stable anaerobic reactor uses anaerobic grain sludge, and the sedimentation velocity of mud is more than the rate of climb of sewage.
UASB load-bearing capacity is the biggest, it is adaptable to the high concentrated organic wastewater produced in commercial production, such as wastewater from chemical industry Process.Compared with other anaerobic biological reactors, the feature of UASB: the highest liquid surface upflow velocity and COD remove negative Lotus；2. anaerobic sludge grain diameter is relatively big, starts fast, and volumetric loading is high；Reactor anti-shock loading is made plus backflow effect Ability is strong；3. reactor designs for pyramidal structure, has higher ratio of height to diameter, and floor space is little；4. can be used for SS content high Process with waste water virose to microorganism；5. UASB reactor has the biggest adaptability to all kinds of waste water, is mainly used in highly concentrated Degree treatment of Organic Wastewater, energy consumption is low, and sludge output is few.Weak point is to remove the nitrogen in waste water and phosphorus.
3, ICEAS reactor operation principle
ICEAS reactor develops on the basis of sequencing batch active sludge (SBR).Reactor is designed as two along pond length direction Part, front portion is also referred to as pre-reaction zone for biological selecting area, and rear portion is main reaction region；Rear portion, main reaction region be mounted with liftable from Move and strain water device；The aeration of main reaction region, precipitation, draining, the Period Process circular flow such as idle；Realize continuum micromeehanics simultaneously, It is interrupted draining；Eliminate second pond and the sludge recirculation system of conventional activated sludge method；Simultaneously can continuum micromeehanics, be interrupted draining. In pre-reaction zone, microorganism can be by major part dissolved organic matter, warp in the fast transfer mechanism rapid adsorption sewage of enzyme Go through the substrate Rapid Accumulation process of a high load capacity.Subsequently in the substrate degradation process of main reaction region one relatively underload of experience. ICEAS technique integrates reaction, precipitation, draining, function, and the degraded of pollutant is a plug-flow process in time, and micro- Biology is then among aerobic, anoxia, anaerobism cyclically-varying, thus reaches, to pollutant removal effect, the most also to have relatively Denitrogenation well, phosphorus removal functional.Especially for industrial wastewater, the volume expanding biological selecting area makes COD and difficult degradation in waste water Organic pollution carry out sufficient biological hydrolysis reaction wherein.ICEAS reactor major advantage: technological process is simple, accounts for Ground area is little, invests relatively low；Biochemical reaction motive force is big；Sedimentation effect is good；Flexible operation, strong shock resistance；It is not susceptible to Sludge bulking；Applied widely, it is suitable for built by separate periods；Surplus sludge volume is little, stable in properties.
The process of the present invention is suitable for the industrial wastewater of the organic properties pollutant containing difficult degradation such as wastewater from chemical industry Process, in waste water the total removal rate of the organic pollution of COD and difficult degradation be more than 95%, effluent quality can meet in environmental protection Requirement.
Beneficial effect: the invention have the advantages that compared with existing technique.
1, the invention provides the group technology of a kind of different design.
2, process optimization, clear route is succinct；Bio-chemical effluent is through materializing strategy (improving Fenton fluid bed IFBR), then carries out Biochemical treatment (the UASB reactor+ICEAS reactor for treatment of absolute anaerobism), water outlet the most after precipitation, technique composition is reasonable, Biochemical treatment and materializing strategy the most organically being combined, three main bodys processing unit IFBR, UASB and ICEAS mutually support.
3, commonly industrial wastewater can effectively be processed by the technique that the present invention provides, and can obtain and well process effect Really, the requirement in environmental protection is met.The technique that the present invention provides, overall COD clearance >=95%, organic properties pollutants removal rate >=95%, operational management is convenient, process stabilizing, and investment operating cost is low.Overcome processing cost high, persistent organic pollutants Inefficient, process operation is unstable, and treatment effect is undesirable, it is impossible to meet the deficiencies such as environmental requirement.
4, the technique that the present invention provides, the wherein homophase of Fenton fluid bed and the catalytic reaction of out-phase, the iron content of generation is dirty Mud reduces 70% than traditional Fenton oxidation, also reduces H2O2The waste of medication, may utilize hydrogen peroxide chemical feeding quantity simultaneously and adjusts, adjust COD removal amount, it is achieved effectively control the reduction of the COD of waste water, ensures effluent quality.Modified model Fenton fluid bed by Fenton oxygen Change and organically combine with micro-electrolysis reaction, make persistent organic pollutants chain rupture, open loop the most efficiently, resolve into little molecule Organic substance.Compared with the common Fenton fluid bed of co-content and treating capacity, identical with added pharmaceutical quantities at water inlet indices In the case of, the clearance of the organic pollution of difficult for biological degradation can be improved 10%, improve the biodegradability of waste water further.
Accompanying drawing explanation
The IFBR-UASB-ICEAS that Fig. 1 provides for the present invention processes industrial wastewater novel process schematic diagram.
Detailed description of the invention
Below in conjunction with the accompanying drawings and specific embodiment, it is further elucidated with the present invention, it should be understood that embodiment is merely to illustrate this Bright rather than limit the scope of the present invention, after having read the present invention, those skilled in the art are various etc. to the present invention's The amendment of valency form all falls within the application claims limited range.
Embodiment 1:
The comprehensive wastewater that certain chemical enterprise produces needs to process, influent concentration COD before treatment≤6000mg/L, pH 6.5～8.5, SS≤300mg/L, NH3-N≤100mg/L, TP≤2.5mg/L, characteristic contamination concentration chlorobenzene class≤80mg/ L.Water outlet requires to reach " the main pollution discharge standard of Chemical Industry in Jiangsu Province " (DB32/939-2006) secondary standard.Go out Water index request COD≤120mg/L, pH 6.5～8.5, SS≤150mg/L, NH3-N≤25mg/L, TP≤1.0mg/L, special Levy pollutant levels chlorobenzene class≤1.0 mg/L.
Use the group technology in accompanying drawing 1, modified model Fenton fluid bed (IFBR), up-flow anaerobic sludge blanket are used in combination (UASB) with ICEAS reactor, wastewater from chemical industry is processed；Including regulating reservoir, modified model Fenton fluid bed, degassing neutralization pond, Coagulative precipitation tank, up-flow anaerobic sludge blanket, ICEAS reactor, be sequentially connected with through water pipe.
This technique includes following operating procedure:
(1) wastewater from chemical industry is after pretreatment, enters regulating reservoir；
(2) it is adjusted rear waste water and is conveyed into modified model Fenton fluid bed by intake pump, by medicine system to modified model Fenton stream Change in bed and be separately added into H2SO4Solution, FeSO4Solution and H2O2Solution, enters modified model by reflux pump fragrant by part effluent recycling Pause in fluid bed, in making Fenton fluid bed, present fluidisation state；The oxidizing tower of modified model Fenton fluid bed is cylindrical shape, three pieces of sieve plates Oxidizing tower is divided into from bottom to top into water water distribution area, Fenton oxidation district, ferrum carbon reaction zone and exhalant region；Fenton oxidation district is added with filling out Material A, ferrum carbon reaction zone is added with filler B；Circulating device is connected to water inlet at exhalant region and oxidizing tower two；By Fenton oxidation district Fenton's reaction and the micro-electrolysis reaction of ferrum carbon reaction zone, remove part COD and most difficult degradation organic contamination in waste water Thing；The filler A that Fenton oxidation district is arranged uses quartz sand, and the particle diameter of quartz sand is at 0.5 ~ 1.5 mm；Ferrum carbon reaction zone is arranged Filler B, uses Alveolate activated carbon, and its honeycomb mouth is consistent with current flow direction；Alveolate activated carbon, wall thickness is 0.5mm, body Density is 380 ~ 450 kg/m3；First use liquid phase reduction to load zeroth order Nanoscale Iron on the activated carbon, refill and insert the reaction of ferrum carbon District, refills and inserts ferrum carbon reaction zone；
(3) water outlet of modified model Fenton fluid bed enters degassing neutralization pond, sloughs a small amount of gas by stirring, adds NaOH solution, The pH value of regulation waste water；
(4) degassing neutralization pond water outlet enters coagulative precipitation tank, adds coagulant by coagulant medicine system, and controls stirring speed Degree forms big flco；Entering back into sediment fraction, the big flco of formation realizes precipitate and separate, precipitating sludge warp in settling zone Sludge treating system processes；
(5) coagulative precipitation tank water outlet enters up-flow anaerobic sludge blanket through infusion, after waste water is entered by reactor lower part, passes upward through Sludge Bed district, suspended sludge area, three phase separator, then water outlet, biogas is discharged by air chamber；By the effect of anaerobe Remove part COD and persistent organic pollutants in waste water, reduce the SS of waste water further；Control hydraulic detention time be 12～ 36 h；Sludge Bed district granule sludge is tamed by anaerobic sludge；
(6) up-flow anaerobic sludge blanket water outlet enters ICEAS reactor, and reactor is designed as two parts along pond length direction, anterior Being also referred to as pre-reaction zone for biological selecting area, rear portion is main reaction region；The aeration of main reaction region, precipitation, draining, the process week such as idle Phase circular flow；Pre-reaction zone arranges micro-aerator, and the water decanter of liftable draining is installed at rear portion, main reaction region；Realize simultaneously Continuum micromeehanics, is interrupted draining；
(7) discharged wastewater met the national standard after ICEAS reactor for treatment.
Waste water is conveyed into Fenton fluid bed inhalant region through intake pump, by bottom sieve plate water distribution；Waste water enters Fenton stream Hua Chuan Fenton oxidation district, is separately added into H by medicine system in Fenton fluid bed simultaneously2SO4Solution, FeSO4Solution and H2O2 Solution, is flowed back into the water section in effluent trough in Fenton fluid bed by reflux pump, presents fluidisation in making Fenton fluid bed State, removes part COD and major part chlorobenzene class organic pollution in waste water by Fenton's reaction；Regulation return flow, controls to fill out The height that material expands is less than middle sieve plate；Waste water enters ferrum carbon reaction zone through middle sieve plate, in iron-carbon micro-electrolysis condition Under, persistent organic pollutants in catalysis oxidized waste water；The waste water aoxidized through iron-carbon micro-electrolysis catalysis passes through upper strata sieve plate, through going out Mill weir enters in effluent trough, enters next processing unit by outlet pipe；Top effluent trough connects circulating device, divides two and enter Water pipe is respectively fed to water inlet at the two of bottom, Fenton oxidation district and bottom, ferrum carbon reaction zone, flows back into discharge and is respectively Q1With Q2, Q1With Q2With m3/ d meter ratio is 8:1.During Fenton fluidized bed processing, H2O2It is 2.5:1 with concentration ratio (mg/L) of COD, H2O2With Fe2+Mol ratio be 4:1, the waste water mean residence time in Fenton oxidation district controlled at 1 hour, and waste water is at ferrum carbon The mean residence time of reaction zone controls at 30 minutes, regulates waste water in Fenton fluid bed by medicine system and online pH meter PH value, makes pH value maintain between 3.0～4.0.
The oxidizing tower ratio of height to diameter of up-flow anaerobic sludge blanket is 4, and maintenance upflow velocity 9 m/h that is in operation makes granule dirty Mud is in suspended state；Design volumetric loading is 11kgCOD/(m3D).
ICEAS reactor, the aeration of its main reaction region, precipitation, draining, the process cycle period such as idle are 4 hours, expose Gas, precipitation, draining, the distribution of idle time are respectively 120 minutes, 60 minutes, 40 minutes, 20 minutes；Reactor runs mud Load is 0.3 kgCOD/(kgMLSS d).
After combined PROCESS FOR TREATMENT, effluent index COD≤80mg/L, pH 6.5～8.5, SS≤50mg/L, NH3-N≤ 20mg/L, TP≤1.0mg/L, characteristic contamination concentration chlorobenzene class≤0.8mg/L.Leading indicator each unit treatment effect sees below Table.
Table 1 leading indicator each unit treatment effect catalog

Claims (7)

  1. The technique that 1.IFBR-UASB-ICEAS processes industrial wastewater, it is characterised in that: this technique is that modified model Fenton is used in combination Industrial wastewater is processed by fluid bed, up-flow anaerobic sludge blanket and ICEAS reactor；Described technique include regulating reservoir, Modified model Fenton fluid bed, degassing neutralization pond, coagulative precipitation tank, up-flow anaerobic sludge blanket and ICEAS reactor, depend on through water pipe Secondary connection；
    The technique of this process industrial wastewater includes following operating procedure:
    (1) industrial wastewater is after pretreatment, enters regulating reservoir；
    (2) it is adjusted rear waste water and is conveyed into modified model Fenton fluid bed by intake pump, by medicine system to modified model Fenton stream Change in bed and be separately added into H2SO4Solution, FeSO4Solution and H2O2Solution, enters modified model by reflux pump fragrant by part effluent recycling Pause in fluid bed, in making Fenton fluid bed, present fluidisation state；
    The oxidizing tower of described modified model Fenton fluid bed is cylindrical shape, and three pieces of sieve plates are divided into oxidizing tower from bottom to top into water cloth Pool, Fenton oxidation district, ferrum carbon reaction zone and exhalant region；Fenton oxidation district is added with filler A, and ferrum carbon reaction zone is added with filler B；Follow Loop device is connected to water inlet at the two of exhalant region and oxidizing tower；By the Fenton's reaction in Fenton oxidation district and ferrum carbon reaction zone Micro-electrolysis reaction, removes part COD and most persistent organic pollutants in waste water；The filler A that Fenton oxidation district is arranged Using quartz sand, the particle diameter of described quartz sand is at 0.5 ~ 1.5 mm；The filler B that described ferrum carbon reaction zone is arranged, uses honeybee Nest shaped activated carbon, its honeycomb mouth is consistent with current flow direction；Described Alveolate activated carbon, wall thickness is 0.5mm, and body density is 380~450 kg/m3；First use liquid phase reduction to load zeroth order Nanoscale Iron on the activated carbon, refill and insert ferrum carbon reaction zone；
    (3) water outlet of modified model Fenton fluid bed enters degassing neutralization pond, sloughs a small amount of gas by stirring, adds NaOH solution, The pH value of regulation waste water；
    (4) degassing neutralization pond water outlet enters coagulative precipitation tank, adds coagulant by coagulant medicine system, and controls stirring speed Degree forms big flco；Entering back into sediment fraction, the big flco of formation realizes precipitate and separate, precipitating sludge warp in settling zone Sludge treating system processes；
    (5) coagulative precipitation tank water outlet enters up-flow anaerobic sludge blanket through infusion, after waste water is entered by reactor lower part, passes upward through Sludge Bed district, suspended sludge area, three phase separator, then water outlet, biogas is discharged by air chamber；By the effect of anaerobe Remove part COD and persistent organic pollutants in waste water, reduce the SS of waste water further；Control hydraulic detention time be 12～ 36 h；Sludge Bed district granule sludge is tamed by anaerobic sludge；
    (6) up-flow anaerobic sludge blanket water outlet enters ICEAS reactor, and reactor is designed as two parts along pond length direction, anterior Being also referred to as pre-reaction zone for biological selecting area, rear portion is main reaction region；The aeration of main reaction region, precipitation, draining, the process week such as idle Phase circular flow；Pre-reaction zone arranges micro-aerator, and the water decanter of liftable draining is installed at rear portion, main reaction region；Realize simultaneously Continuum micromeehanics, is interrupted draining；
    (7) discharged wastewater met the national standard after ICEAS reactor for treatment.
  2. The technique of process industrial wastewater the most according to claim 1, it is characterised in that: the bottom of described regulating reservoir is provided with Microporous aeration device, the water quality and quantity of regulation waste water；Industrial wastewater water quality index after being adjusted: COD is 5000 ~ 6000 mg/ L, SS are 150～300mg/L, and chlorobenzene class is 60 ~ 80 mg/L.
  3. The technique of process industrial wastewater the most according to claim 1, it is characterised in that: the ferrum carbon of modified model Fenton fluid bed The filler B that reaction zone is arranged can use column-shaped active carbon, described column-shaped active carbon, round end diameter 3 ~ 4mm, highly 8 ~ 12 mm, First use liquid phase reduction to load zeroth order Nanoscale Iron on the activated carbon, refill and insert ferrum carbon reaction zone, refill and insert the reaction of ferrum carbon District.
  4. The technique of process industrial wastewater the most according to claim 1, it is characterised in that: the water outlet of modified model Fenton fluid bed District connects circulating device, and points of two water inlet pipes are respectively fed at the two of bottom, Fenton oxidation district and bottom, ferrum carbon reaction zone intake Mouthful, the backflow water yield is respectively Q1And Q2, Q1With Q2Ratio with m3/ d meter ratio is 8:1-10:1.
  5. The technique of process industrial wastewater the most according to claim 1, it is characterised in that: modified model Fenton fluid bed is at which During reason, H2O2It is 2 ~ 4:1, H with COD ratio in terms of mg/L2O2With Fe2+Mol ratio be 3 ~ 5:1, waste water is at Fenton oxygen The mean residence time changing district controls at 0.5 ~ 1.5 hour, and the waste water mean residence time in ferrum carbon reaction zone controls 15 ~ 45 Minute, regulate the pH value of waste water in Fenton fluid bed by medicine system and online pH meter so that it is maintain between 3.0 ~ 4.0.
  6. The technique of process industrial wastewater the most according to claim 1, it is characterised in that: the design of up-flow anaerobic sludge blanket Volumetric loading is 10 ~ 12 kgCOD/(m3D).
  7. The technique of process industrial wastewater the most according to claim 1, it is characterised in that: the main reaction region of ICEAS reactor Aeration, precipitation, draining, the process cycle period such as idle be 4 hours, aeration, precipitation, draining, the distribution of idle time are respectively It it is 120 minutes, 60 minutes, 40 minutes, 20 minutes；It is 0.15 ~ 0.35 kgCOD/(kgMLSS that reactor runs sludge loading D).
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CN103613247A (en) * 2013-12-02 2014-03-05 安徽省绿巨人环境技术有限公司 Treatment process for bearing production wastewater
CN103663802A (en) * 2012-08-29 2014-03-26 安徽南风环境工程技术有限公司 Microelectrolysis-fenton oxidizing reaction device

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CN103663802A (en) * 2012-08-29 2014-03-26 安徽南风环境工程技术有限公司 Microelectrolysis-fenton oxidizing reaction device
CN103613247A (en) * 2013-12-02 2014-03-05 安徽省绿巨人环境技术有限公司 Treatment process for bearing production wastewater

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* Cited by examiner, † Cited by third party
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CN114044610A (en) * 2021-11-22 2022-02-15 盐城工学院 Method for treating industrial wastewater by combined process

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