CN205773889U - A kind of laboratory waste liquor treatment equipment - Google Patents

A kind of laboratory waste liquor treatment equipment Download PDF

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CN205773889U
CN205773889U CN201620327509.1U CN201620327509U CN205773889U CN 205773889 U CN205773889 U CN 205773889U CN 201620327509 U CN201620327509 U CN 201620327509U CN 205773889 U CN205773889 U CN 205773889U
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water
electrolysis
waste
gas
laboratory
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曹宏安
谢俊磊
张怀智
谢全民
郭胜强
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Abstract

The utility model discloses a kind of laboratory waste liquor treatment equipment, including main frame, ASBR device and SBR device;Described main frame includes electric apparatus room and ozonator room, electrolysis transformator, electrolysis unit, pump chamber, water tank, raw water box, settling tank and clear water tanks;Described electric apparatus room and ozonator room, electrolysis unit, pump chamber and water tank arrange from top to bottom, wherein electrolysis unit is provided with an electrolysis bath, described electrolysis unit is connected with pump chamber and electrolysis transformator respectively, and the rear side of described water tank is provided with raw water box, settling tank and clear water tanks.The beneficial effects of the utility model are: laboratory waste liquid has successfully carried out nontoxicization and has processed, and eliminate chemical examination waste liquid and directly discharge water environment pollution.

Description

A kind of laboratory waste liquor treatment equipment
Technical field
This utility model belongs to a kind of sewage treatment area, is specifically related to a kind of laboratory waste liquor treatment equipment.
Background technology
Now, the destruction of ecological environment and serious environmental pollution have directly influenced health and the state of our people People's expanding economy.If the ecological environment of China continues to deteriorate, institute since China's reform and opening-up will certainly be made the most some day The huge achievement obtained is destroyed overnight, and ruins the sustainable development opportunity that China is long-range.Therefore, environmental problem has become as China The technical problem must wholeheartedly solved in the process of building a Harmonious Society.National people put into a guarantor at present Protect China's ecological environment, it is ensured that among the fight that China is unimpeded with the Sustainable Development Road of Chinese nation's long-term stability.Protection The god that environment has become as each unit and department or even motherland should be use up by citizen of the People's Republic of China that each is common Ministry is blamed.
Can produce 20 liters of waste liquids according to statistics every day, calculate by this amount, the CODcr contaminant capacity entering environment every day is equivalent to 40 The contaminant capacity of ton sanitary sewage.Owing to not having feasible processing method and equipment, the waste liquid in so-and-so laboratory is all directly discharge Enter environment.As can be seen here, although laboratory sewage quantity is few, but it is very important to the pollution of environment, it is necessary to conscientiously located Reason just can be discharged.
Assume responsibility for this research topic and combine certain university composition laboratory liquid waste treatment system scientific research task group, with least favorable Under the conditions of the most malicious waste liquid of maximum concentration for process typical subject, expand the research work of laboratory liquid waste treatment system.Grind The objectives studied carefully are: develop that a set of advanced technology, equipment is small and exquisite, electromechanical integration and higher being suitable for of automatization level Test room liquid waste treatment system.
This system is once succeeded in developing and is come into operation, then can thoroughly solve to chemically examine laboratory waste liquid and directly discharge water environment Impact.
In view of the most unsolved technology of process of high concentration up to now, high toxicity laboratory waste liquid is difficult Topic, therefore, domestic and international high concentration, the blank of high toxicity laboratory liquid waste treatment system have been filled up in succeeding in developing of native system.
To high concentration, the on-site processing equipment of the electromechanical integration of high toxicity laboratory assay room waste liquid, the most so far Till have no report, it is seen that this technology still occupies blank.Trace it to its cause, be then because high toxicity, high concentration laboratory waste liquid is one Plant extremely difficult biodegradation, and be difficult to the special water effectively processed with general method for treating water, and require in one small and exquisite Electromechanical integration equipment treatment in situ, just further increase technical difficulty so that other people cannot realize.
The technological difficulties of this equipment development, first consist in that find can high disposal difficulty waste liquid this to laboratory waste liquid Efficient processing method and optimal group technology flow process thereof, next to that this process scheme is in addition integrated, clever with one group Light electromechanical integration equipment system of living realizes, and is that this processing system must be practical and have economic feasibility again And be easy to promote;On the other hand, on the premise of economical and practical, it should embody technical scheme and the modernity of equipment scheme as far as possible And advance.
Utility model content
The technical problems to be solved in the utility model is intended to improve the process function of sewage, farthest to realize ring Protect.
For solving above-mentioned technical problem, this utility model be the technical scheme is that
A kind of laboratory waste liquor treatment equipment, including main frame, ASBR device and SBR device;Described main frame includes electric apparatus room And ozonator room, electrolysis transformator, electrolysis unit, pump chamber, water tank, raw water box, settling tank and clear water tanks;Described electric apparatus room And ozonator room, electrolysis unit, pump chamber and water tank arrange from top to bottom, wherein electrolysis unit is provided with an electrolysis bath, Described electrolysis unit is connected with pump chamber and electrolysis transformator respectively, and the rear side of described water tank is provided with raw water box, settling tank and only Water tank.
In above-mentioned a kind of laboratory waste liquor treatment equipment, also include activated carbon negative pressure-pumping adsorbed gas system;Described Activated carbon negative pressure-pumping adsorbed gas system includes centrifugal blower, gas skirt, charcoal canister and blower fan;Described centrifugal blower and collection Gas hood is arranged on the top of electrolysis bath for adsorbing the waste gas that electrolysis bath produces, and described charcoal canister is arranged on centrifugal blower Top, described blower fan is arranged in charcoal canister, and described charcoal canister is provided with the granular active carbon for adsorbing waste gas, described The top of charcoal canister is provided with gas discharge outlet after purification, and described blower fan is used for purified gas by gas after purifying Outlet is discharged.
In above-mentioned a kind of laboratory waste liquor treatment equipment, also include wastewater trough and the electrodialysis being respectively positioned in wastewater trough Groove, negative electrode, anode, water circulating pump, anode membrane and cavity block;Described negative electrode, anode, anode membrane and cavity block are respectively positioned in electrodialysis cell, institute State water circulating pump to be arranged in wastewater trough and electrodialysis cell.
As it is shown in figure 9, in above-mentioned a kind of laboratory waste liquor treatment equipment, also include an environmental protection flower bed system;Described Environmental protection flower bed system includes that altar body, vent filter gravel layer, gravel ventilation well, waste water aqua storage tank, flyash, soil, activity are dirty The adsorption layer of mud mixing composition is held concurrently microorganism/Lumbricus bed, sand particles filter ventilation layer, water distributor of watering flowers, resistance to fertile flowers and plants and water distribution Pipe regulation valve;Described filter gravel layer, sand particles filter ventilation layer and flyash, soil, the adsorption layer of activated sludge mixing composition Microorganism/Lumbricus bed of holding concurrently sets gradually from the bottom up;Described gravel ventilation well is plugged in altar body, its one end and vent filter Gravel layer UNICOM also ventilates for it, and described waste water aqua storage tank is arranged on the top of altar body and connects with water distributor of watering flowers.
A kind of laboratory of the present utility model waste liquor treatment equipment, has the advantage that
(1) laboratory waste liquid has successfully carried out nontoxicization process, eliminated chemical examination waste liquid and directly discharge water Environmental pollution;
(2) in the design of subsidiary engine, employ current advanced barrier film electrodialytic technique and advanced batch-type anaerobism is lived Property mud (ASBR) and batch type aerobic activated sludge (SBR) treatment technology;
(3) in the rear end processing technique, successfully used the technical measures of " treatment of wastes with processes of wastes against one another ", i.e. utilization and be available anywhere Biodegradable organic in slag, flyash and adsorption by soil water, for creating condition to its recycling;
(4) process the terminal of technique, develop " flower bed type microorganism Lumbricus bed " biologic treating technique.It it is utilization Soil, flyash, slag etc., be the flower bed of " microorganism dealing with earthworm bed " as one essence of soil material construction.At Jiang Water after reason pours into this flower bed, and then the soil raw material in flower bed has just adsorbed the Organic substance remained in waste liquid, be retained in soil Organic substance in earth raw material becomes the rich food into microorganism and Lumbricus.By microorganism and the biochemical decomposition of Lumbricus, all The Organic substance being trapped becomes fertilizer composition and is absorbed by kind plant in flower bed, ultimately forms Organic substance quilt in waste liquid It is converted into the recycling pattern of fertilizers for potted flowers.
Accompanying drawing explanation
Fig. 1 is process chart of the present utility model;
Fig. 2 is the block flow diagram of this utility model system;
Fig. 3 is equipment drawing of the present utility model;
Fig. 4 is the structural representation of main frame in Fig. 3;
Fig. 5 is the structural representation of activated carbon negative pressure-pumping adsorbed gas system in Fig. 3;
Fig. 6 is the structural representation of Fig. 3 septation electrodialysis system;
Fig. 7 is the structural representation of ASBR reactor in Fig. 3;
Fig. 8 is the structure chart of sbr reactor device in Fig. 3;
Fig. 9 is the structural representation of the environmental protection flower bed system of utility model;
Figure 10 is the principle schematic of ASBR reactor;
Figure 11 is the structure chart of sbr reactor device;
Figure 12 is the side view of Fig. 4;
Figure 13 is the rearview of Fig. 4.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment, detailed description of the invention of the present utility model is described in further detail.Below Embodiment is used for illustrating this utility model, but is not limited to scope of the present utility model.
As Figure 1-Figure 2, a kind of laboratory process for treating waste liquor, specifically include following steps:
A, sewage to be processed will be needed to process through three sections of alternating impulse electrolysis, with emergent gas;
B, will electrolysis after sewage clarify, to filter out containing ferritic sediment;
C, will clarification after water carry out ozone process;
D, by ozone process after water carry out desalination by barrier film electrodialysis;
E, the water after barrier film electrodialysis desalination is passed sequentially through ASBR equipment and SBR equipment carries out anaerobic degradation;
F, will degraded after water discharge;
Wherein three sections of alternating pulse solutions in step a include alkaline electrolysis, acidic electrolysis and
Add CaO or Ca (OH)2Electrolysis, ozone is processed as+UV/TiO2+O3+H2O2Process.
Wherein, water described in step a is meeting emergent gas after three sections of alternating impulse electrolysis process, and described gas leads to successively Cross adsorbent charcoal operation and multiple tracks desorption by microwave processes and filters, reclaimed by magnetic material the most again.
Wherein, in step b, water produces ferrite impurity after described clarification operation processes, and described impurity is through desorption by microwave Process is filtered, and is reclaimed by magnetic material the most again.
Wherein, in step a, the impurity after desorption by microwave treatment process processes is sent into adsorbent charcoal operation and is repeated to process.
As depicted in figs. 1 and 2, a kind of laboratory liquid waste treatment system, including main frame, clarification module, ASBR module and SBR Module;
Described main frame includes that ozone module, three sections of collaborative processing modules of electrolysis, gas active charcoals adsorb submodule and barrier film Electrodialysis module,
The described collaborative processing module of three sections of electrolysis includes alkaline electrolysis module, acidic electrolysis module and CaO or Ca (OH)2 Electrolytic module;
Described three sections of collaborative processing modules of electrolysis, clarification module, ozone module, barrier film electrodialysis module, ASBR module and SBR module is sequentially connected with;
Described gas active charcoal absorption submodule and three sections of collaborative processing modules of electrolysis are connected to collaborative for three sections of electrolysis Processing module escaping gas carries out negative-pressure adsorption;
Described clarification module water after processing three sections of collaborative processing modules of electrolysis is clarified;Barrier film electrodialysis mould Block is for carrying out desalination to the water after clarification module clarification;
Water after barrier film electrodialysis can be degraded by described ASBR module and SBR module successively.
Fig. 2 is seen according to the system composition designed by technological process
Present treatment system is made up of three parts, it may be assumed that main frame, ASBR, SBR.
Main frame is the core processing equipment of present treatment system.It is controlled subsystem, UV/TiO by PLC program again2+O3+H2O2 Processing subsystem, gas active charcoal adsorption subsystem, barrier film electrodialysis subsystem, panel automatically controlled subsystem five collaborative with electrolysis System is highly integrateable in all steel cabinet of size 480 × 480 × 1500mm, forms a floor mounted equipment, its Inner part is the configuration of floor shape, liquid waste processing capacity 20L/ time.
Process main frame and have employed state-of-the-art low-voltage low frequency height electric current " alternation " pulse electricity in current water technology Water Treatment technology is main body, with three kinds of electrolysis modes and the ozone on three series connection periods in same electrolysis bath to waste liquid Carry out the most collaborative process, then go here and there with UV/TiO2+O3+H2O2Link, removed the CODcr in waste liquid in 6 hours 80%~90%, by total Cr6+It is removed to less than primary pollutant the highest permission discharge standard (≤0.5mg/L);Phenyl amines is degraded It is removed to less than three grades of emission standards (≤5mg/L).Whole electrolytic process uses more advanced PLC program to control and realize The automatization of electrolytic treatment phase.In electrolytic process, escaping gas is by carrying out absorption in negative pressure-pumping to activated carbon.At electrolysis Water after reason is clarified, and after entering barrier film electrodialysis system desalination, is finally completed the process task of main frame.Whole main frame is exactly One by the water technology cell height organic integration of several current advanced persons, efficient, practical integration apparatus, its appearance Fill up the blank of the integration apparatus processing ultrahigh concentration, high toxicity, high salinity waste water both at home and abroad at normal temperatures and pressures.
ASBR is the english abbreviation of " anaerobic active sludge bioreactor ", and it is current high concentration organic sewage Most advanced and the most easily-controllable form of anaerobic degradation.
Although main frame is by the contaminant removal in waste water 80%~90%, but, belong to superelevation owing to so-and-so chemically examines waste liquid The special waste liquid of concentration, CODcr reaches as high as 300 000mg/L, even if therefore obtaining the efficient process of main frame, it is remaining CODcr still has 20 000~60000mg/L, and this numerical value is still that outside Now Domestic that general water processes the upper of the former water in concept Limit value, it is therefore necessary to continue with.The organic carbochain of Long carbon chain or the fragrance same clan is shortened owing to electrolysis processes, make Residual organic substances is quite suitable for biological treatment, and comparatively speaking, it is organic that the high-level oxidation technology in main frame processes difficult degradation Thing effect is obvious, processes simple organic then effect the most notable.Therefore subsequent treatment is designed as biological treatment.
ASBR reactor is easily for 200L, the closed reactor of (500 × 500 × 1500mm), employing water pump circulation Stirring (or mechanical agitation) promotes water and anaerobic activated sludge full and uniform mixing therein to ensure that anaerobic bacteria is to pollutant Efficient-decomposition.Waste liquid (20L, CODcr=20 000~60 000mg/L) after electrolysis processes is the most natural after entering ASBR Diluting 10 times, become 2 000~6 000mg/L, its CODcr clearance was designed as 40% (deliberately allowing some leeway), then at ASBR Water outlet CODcr after reason is designed as 1200~3 600mg/L.
SBR is the english abbreviation of " batch type aerobic activated sludge process or reactor ", and capacity is 100L, (500 × 500 × 700mm), blast aeration form is used to provide the oxygen needed for biochemical degradation Organic substance to aerobic activated sludge antibacterial.Aerobic Under the biochemical action of activated sludge antibacterial, useless Organic substance in water obtains degraded further.Designing its CODcr clearance is 50% (consideration of allowing some leeway takes lower value design).After discharging water (discharge capacity 20L every day) entrance SBR from ASBR, naturally it is diluted 5 Times, then its dilution after CODcr from ASBR discharge time 1 200~3 600mg/L become 240~720mg/L, enter one through it Step degraded so that it is water outlet CODcr becomes 170~300mg/L.Under better mode of operation, its CODcr is much smaller than row Enter three grades of discharge standards (CODcr≤1 000mg/L, total Cr≤1.5mg/L, Cr that sewer should reach6+≤ 0.5mg/L, aniline Class≤5mg/L), therefore can directly drain into sewer.
ASBR Yu SBR leaves bigger leeway the most in the design on capacity or on degradation capability, but considers If to round-the-clock continuous run into, they internal inevitable accumulation producing CODcr, the CODcr i.e. processed increases in time Greatly, it is therefore necessary to have leeway.
The equipment of system is mainly made up of, such as Fig. 3 main frame (including trunk and aid system), ASBR, SBR.
Specifically, a kind of laboratory waste liquor treatment equipment, including main frame, ASBR device and SBR device;Described main frame bag Include electric apparatus room and ozonator room 2, electrolysis transformator 3, electrolysis unit 4, pump chamber 6, water tank 7, raw water box 12, settling tank 13 and Clear water tanks 14;Described electric apparatus room and ozonator room 2, electrolysis unit 4, pump chamber 6 and water tank 7 arrange from top to bottom, Qi Zhong electricity Solving device 4 and be provided with an electrolysis bath 5, described electrolysis unit 4 is connected with pump chamber 6 and electrolysis transformator 3 respectively, described water tank 7 Rear side be provided with raw water box 12, settling tank 13 and clear water tanks 14.
The trunk structure of native system main frame is shown in Fig. 4, Figure 12, Figure 13.Wherein Fig. 4 be front view, Figure 13 be rearview and figure 12 is side view;1-electric cabinet, 2-electric apparatus room and ozonator room, 3-is electrolysed transformator, 4-electrolysis unit, 5-electrolysis bath, 6-pump, 7-water tank, 8-universal wheel, 9-electrolysis power binding post, 10-effusion meter, 11-pump chamber, 12-raw water box, 13-settling tank, 14-clear water tanks, 15-panel, 16-electric fuse, 17-supply socket, 18-panel,
The feature of this structure be all subsystems be floor state configuration, be followed successively by electric cabinet, electric apparatus room, electricity from top to bottom Solve transformator and electrolysis bath, pump chamber, water tank group.The advantage of this structure be configuration compact, and floor space and take up space little.
Main frame is the nucleus equipment of present treatment system, and it has been internally integrated the outer unique " UV/TiO of Present Domestic2+O3 +H2O2Collaborative alternating impulse electrochemical water treatment technology " and PLC program control technology, it is achieved that intelligentized control method.
Control mode: ozone adds three sections of alternating impulse electrolysis PLC program and controls remainder plate face electrically by keying System
This main frame have employed alternating impulse electrolysis power supply, and this power supply can overcome other unvanquishable electricity of power supply up hill and dale The polarization of pole and passivation phenomenon, thereby ensure that the high efficiency of electrochemical treatment process.On this basis, again in electrolysis bath Introduce O3Cause ozone strong oxidizing effect collaborative with coupling of electrolysis Strong oxdiative/cohesion, more enhance treatment effeciency.Close In addition to this utility model, report is had no the most both at home and abroad in ozone cooperative alternating pulse chemical treatment method.Relay at main frame And the technique carried out is UV/TiO2+O3+H2O2Processing, this treatment process is to ensure that the phenyl amines organic contamination of extremely difficult degraded The clearance of thing is up to standard.
This utility model also includes activated carbon negative pressure-pumping adsorbed gas system
Fig. 5 activated carbon negative pressure-pumping adsorbed gas apparatus structure schematic diagram, including centrifugal blower 22, gas skirt 23, activity Canister 24 and blower fan 27;Described centrifugal blower 22 and gas skirt 23 are arranged on the top of electrolysis bath 5 and produce for adsorbing electrolysis bath Waste gas, described charcoal canister 24 is arranged on the top of centrifugal blower 22, and described blower fan 27 is arranged in charcoal canister 24, described Charcoal canister 24 is provided with the granular active carbon 25 for adsorbing waste gas, and the top of described charcoal canister 24 is provided with gas after purification Body outlet 26, described blower fan 27 is for discharging purified gas by gas discharge outlet 26 after purifying.
22. centrifugal blower in figure, 23. gas skirts, 24. charcoal canisters, 25. granular active carbon, after 26. purifications, gas is discharged Mouthful, 27. blower fans.This part is attached to a subsystem of main frame, its objective is suction and adsorbs electrolytic process early stage from electricity Solve the harmful gas of effusion in groove, be allowed to not enter air.This subsystem is structure.
Activated carbon is current classic a kind of gas (or liquid) adsorbent, and what its loose structure was caused huge compares table Area has chemism thus has the strongest absorbability.
When electrolysis bath there being gas escape, just by centrifugal blower in the negative pressure suction charcoal canister that collecting hood causes Being absorbed by the activated carbon, after purification, gas arranges air again.
Performance parameter is as follows:
Charcoal canister volume 1L
Centrifugal blower specification 220v single phase poaer supply
Blast 0.01MPa air quantity 10m3/ h~
This System Working Principle, activated carbon is the material that the specific surface area of a kind of porous is huge, when escaping from electrolysis bath Gas by after negative pressure suction charcoal canister, activated carbon Preferential adsorption has the organic gas of functional group and by after air cleaning Discharge.This purpose i.e. reaching to process electrolysis bath effusion waste gas.When, after the saturated absorption of activated carbon, heating in microwave oven being put into and make Wherein organic gas is by microwave decomposition, and regenerating active carbon reuse.Also can clean direct reagent etc., electrolysis bath refunded by cleanout fluid Process.
Barrier film electrodialysis system is the subsystem being attached to main frame, its objective is waste water is carried out desalting processing.By In chemical examination waste water, salinity is the highest, processes through electrolysis and mainly eliminates Organic substance, removes the fewest to salt.And salinity is too high Waste water entrance ASBR and SBR can reduce the activity of microorganism thus reduce biological treatment capabilities, therefore the waste water after electrolysis should first take off Salt enters back into ASBR system.
Fig. 6 is the structural representation of barrier film electrodialysis system;Specifically include wastewater trough 31 and be respectively positioned in wastewater trough 31 Electrodialysis cell 32, negative electrode 33, anode 34, water circulating pump 35, anode membrane 36 and cavity block 37;Described negative electrode 33, anode 34, anode membrane 36 with Cavity block 37 is respectively positioned in electrodialysis cell 32, and described water circulating pump 35 is arranged in wastewater trough 31 and electrodialysis cell 32.31. waste water Groove, 32. electrodialysis cells, 33. negative electrodes, 34. anodes, 35. water circulating pumps, 36. anode membranes, 37. cavity blocks.
Anode membrane and cavity block is had to separate in figure 6 between waste water salting out tank and cathode chamber respectively.When adding unidirectional current on electrode Time, the salt zwitterion in desalting chamber's waste water is just each passed through anode membrane and cavity block, enters anode chamber, cathode chamber, then waste water In salt removed, whole process has three pumps to form anode chamber, three fluid circulation systems of cathode chamber and desalting chamber respectively And realize it.
The essential operation principle of this system is that the selectivity of cation and anion exchange barrier film passes through characteristic: under electric field force drives Cavity block allows that anion-permeable, anode membrane allow cation permeable, and negative and positive film does not the most allow organic molecule pass through, then pass through every EDBM can be sloughed the salt zwitterion in the waste water in desalting chamber and reach the separation of Organic substance and inorganic component.From The organic wastewater of high concentration realizes electrodialysis desalination, is the most also rarely reported.
ASBR (Anaerobic Sequencing Batch Reactor) i.e. sequence criticizes batch (-type) anaerobic biological reactor, is A kind of high efficiency anaerobic reactor that the nineties develops on the basis of " anaerobic activated sludge method ".
ASBR structure in native system is shown in Fig. 7, including with lower component: 41. circulation stirring pumps, 42. water inlet pipes, 43. drainings Valve, 44. water intaking valves, 45. outlet valves, 46. Pressure gauges, 47. air bleeding valves.It is designed as a size of 500 × 500 × 1200mm's Rustless steel seals container, uses water pump that the muddy water in ASBR is circulated stirring, makes anaerobic bacteria energy the most organic with water Thing contacts and decomposes it.
ASBR process in native system, it enters discharging mode is " the modern bright row of water " pattern.That is:
1. add new waste water during the morning 8 on the same day, run to 5:30 in afternoon daytime the most continuously, then shut down (precipitation).
2. release treated water during the next day of the morning 8, add new water running.
In other words, the water that ASBR processes today is the draining that electrolysis yesterday processes, and is electrolysed and processes the water on the same day through a night Just add in ASBR to morning next day after clarification.
3. batch-type ASBR equipment is simple, simple to operate, manufactures and operating cost is low.And high-concentration sewage can be processed.
The operation principle of ASBR is i.e. the new of anaerobic bacteria group carrying out to survive of utilizing that Organic substance in water carried out Old metabolism biochemical reacts.
Such as Figure 10, after antibacterial decomposes complicated Organic substance, just utilize and decompose obtained material (bacteriotrophy material) and instead The new cell of the energy synthesis that should release oneself, so that oneself increases.And this life style of antibacterial objectively helps me The Organic substance removing in water of degrading.
SBR (Sequencing Batch Reactor) is i.e. that sequence criticizes (intermittently) formula aerobic activated sludge bioreactor. SBR is the advanced method in water-treatment biological processing method in the present age.
Sbr reactor device structure in native system is shown in Fig. 8, including with lower component: 51. drain valves, 52. air pumps, 53. air inlets Pipe, 54. drain valves, 55. intake valves.
It uses blast aeration mode oxygenation.It is designed as a size of 500 × 500 × 600mm open type rustless steel to hold Device.Use air pump pressure wind enter aeration head from bottom by air even dispersion in waste water, cause activated sludge and oxygen and give up Being thoroughly mixed of Organic substance in water.
1. the SBR in native system, it is identical with ASBR that it enters discharging mode, i.e. " the present, water was bright to put ".
2. SBR Inlet and outlet water and ASBR have the time difference, it may be assumed that the water that SBR processes today is the water that yesterday, ASBR processed, and is the day before yesterday The water that electrochemistry host process is crossed.
3. SBR is easy and simple to handle, and investment and operating cost are low, and high treating effect.
Such as the operation principle of Figure 11, SBR bioreactor, it is exactly substantially that aerobic bacteria utilizes pollution in water to survive Organic substance does the metabolism biochemical reaction that nutrient substance is carried out.
It is the most i.e. that aerobic bacteria utilizes the Organic substance in water to carry out anabolism and synthesize the cellular material of oneself (C5H7NO2), carry out catabolism the most again and generate H2O, CO2, NH3Deng metabolite, then, complicated organic in water Thing is just converted into inorganic matter and makes pollutant in water be degraded and remove.
Laboratory liquid waste treatment system is integrated with current state-of-the-art water technology, and has accomplished the electromechanical of equipment Change and miniaturization.These advanced technologies mainly have:
(1)UV/TiO2+O3+H2O2Collaborative alternating impulse electrolysis method for treating water (original creation of this project)
(2) ASBR method for treating water (advanced both at home and abroad)
(3) SBR method for treating water (advanced both at home and abroad)
(4) barrier film electroosmose process separation of high-concentration salt and Organic substance (advanced both at home and abroad)
Test succeeding in developing of room liquid waste treatment system, filled up domestic and international so-and-so chemically examine liquid waste processing electromechanical integration equipment Blank.
Native system has taken into full account the motility of technique.
Owing to chemical examination waste liquid water quality is complicated and changeable, therefore native system considers water feature in development, as far as possible by the most severe Water quality is designed and makes technique flexibility as possible.It addition, for different use environment, it is also considered that the abbreviation fortune of system Line mode.Following several respects are had about the design content of motility:
(1), as waste water COD cr≤5 000mg/L, after using the single three sections of electrolysis of main frame to run, then through UV/TiO2 +O3+H2O2Processing links just can directly be discharged.
(2), when when making land used have boiler room of this device systems, after host process can being used, the water processed is admixed Coal puts in boiler and burns.
So-called model machine runs well and refers to that, in whole experimentation, equipment normally plays (equipment is without fail operation) State.Additionally include sampling accurate.
The commencement of commercial operation experiment of examination CODcr degradation effect
Experiment have employed through optimal processing parameter combination determined by long-time exploration:
Ozone infeed amount 3g/h
Alternating impulse peak current density 4.5A/dm2
Alternating impulse cycle 4min
Average alternating impulse voltage 4v
Electrolytic power consumption 1.92kwh/ time
First paragraph (alkaline) electrolysis time 4h
Second segment (acid) electrolysis time 1.5h
3rd section (adds Ca2+) electrolysis time 0.5h
Process the water yield 20L/ time
ASBR activated sludge concentration MLSS=9000mg/L
ASBR hydraulic detention time 16h
SBR activated sludge concentration MLSS=3000mg/L
SBR hydraulic detention time 16h
After having carried out a large amount of debugging operation test, formally transport between in November, 2005~in February, 2006 Row experiment.Doing experiment the most altogether 48 times, result refers to table 1.
Table 1 main frame+ASBR+SBR commencement of commercial operation experimental result
Can obtain and such as draw a conclusion from table 1:
(1), main frame+ASBR+SBR runs is successful.
(2), the CODcr clearance of three sections of alternating impulse electrolysis has belonged to optimum 80%~90%.UV/TiO2+O3+H2O2 Process and mainly phenyl amines and nitrobenzene matters are degraded, and be difficult to improve again to the degradation efficiency of small organic molecule. It is effective to complicated organic matter degradation that its reason is because high-level oxidation technology, and the effect of the simple organic degraded to short carbon chain The most not ideal.Owing to ozone adds three sections of pulse electrolysis UV/TiO2+O3+H2O2The strong oxidation processed makes Organic substance all become For short carbon Organic substance, therefore efficiency cannot improve again.
(3) the CODcr, within ASBR Yu SBR, along with the increase of continuous number of run, creates CODcr gradually inside it The phenomenon of accumulation, this phenomenon eventually results in process waste water after a certain time of operation can not qualified discharge.Therefore, running When if the CODcr accumulation of ASBR Yu SBR has a strong impact on discharge index in, so stopping into Xin Shui, but do not stop its operating, After being depleted to accumulation, continue to put into operation, it is also possible to replace with new activated sludge.
The following is the total chromium of investigation and the test of aniline category matter removal effect
Due to somewhat expensive needed for the total chromium of test and phenyl amines, therefore use 10 realities that a certain true waste liquid is carried out Testing mixing average water determination its average total chromium and content of aniline category matter after process, result is table 2.
The effect that the total chromium of table 2 and aniline category matter remove
As can be drawn from Table 2 to draw a conclusion:
(1) through main frame, the process of ASBR and SBR tandem, the final process CODcr of water, total Cr and Aniline categories Residual concentration, already below relevant discharge standard, can drain into sewer.This demonstrate this set processing means and process so-and-so The effect of waste liquid is comparatively ideal.
(2), in host process, remove the CODcr except 80%~90%, and by total Cr and phenyl amines environment conservative substance Disposably process to discharge standard, illustrate high efficiency and the advance of main frame group technology.
The design of " environmental protection flower bed " land treatment system
Design theory with experimental basis is:
(1) experiments prove that: flyash and soil have selective adsorption capacity to the Organic substance in waste water.
Experiment display, carries out activated adoption to the host process clear liquor of CODcr=21 444mg/L, at absorption load is Under conditions of 31gCODcr/kg flyash, through absorption in 8 hours, the selective absorption efficiency of 73% can be obtained.
(2) mainly can be with biodegradable small organic molecule due to the Organic substance in waste liquid, therefore can be by soil Activity that earth, microorganism and Lumbricus etc. are miniature and obtain degraded.
(3) the design can not only be used for the outdoor series connection insurance technique of this device systems, simultaneously within the specific limits can also be straight Connect and simplification handling process is used in combination with main frame.This is the processing method of a kind of simplification for not having the area of municipal sewage system.
The following is properity and the operation principle of " environmental protection flower bed "
In native system, the what is called " environmental protection flower bed " of exploitation should be referred to as that " flyash, adsorption by soil are held concurrently microorganism technically With Lumbricus bio-reaction bed ".
Specifically, described environmental protection flower bed system includes altar body, vent filter gravel layer 63, gravel ventilation well 64, waste water The adsorption layer of aqua storage tank 65, flyash, soil, activated sludge mixing composition is held concurrently microorganism/Lumbricus bed 66, sand particles filter ventilation Layer 67, water distributor 68 of watering flowers, resistance to fertile flowers and plants 69 and water distributor regulation valve 60;Described filter gravel layer 63, sand particles filter ventilation layer 67 and flyash, soil, the adsorption layer microorganism/Lumbricus bed 66 of holding concurrently of activated sludge mixing composition set gradually from the bottom up;Institute Stating gravel ventilation well 64 to be plugged in altar body, ventilate with vent filter gravel layer UNICOM and for it in its one end, described waste water Aqua storage tank 65 is arranged on the top of altar body and connects with water distributor 68 of watering flowers.
61. gutter in figure, 62. ventilation nets, 63. vent filter gravel layers, 64. gravel ventilation wells, 65. waste water water storages Groove, the adsorption layer of 66. flyash, soil, activated sludge mixing composition, microorganism/Lumbricus bed of holding concurrently, 67. sand particles filter ventilation Layer, 68. water flowers water distributor, 69. resistance to fertile flowers and plants, 60. water distributors regulation valves.
This facility is the flower bed that can ventilate, and flower bed bottom gravel is breathed freely well.Above gravel layer, by Grain order from big to small inserts flyash, soil, activated sludge mixing soil materials in flower bed, until filling up, same banket Time insert " internal layer " Lumbricus seedling.Resistance to fertile HUAMU is planted on flower bed.Having waste water water reservoir above flower bed, water passes through bottom sparge pipe Waste water is uniformly spilled in flower bed by net, gradually lower leaching.During water down soaks, the flyash etc. inhaling renaturation energy extremely strong selects Property adsorbed the Organic substance in water, decompose edible for microorganism and Lumbricus, part water then with salts substances in water by gravel Rock layers bottom is discharged into sewer.
The above is only preferred implementation of the present utility model, it is noted that for the common skill of the art For art personnel, on the premise of without departing from this utility model know-why, it is also possible to make some improvements and modifications, these change Enter and retouch and also should be regarded as protection domain of the present utility model.

Claims (4)

1. a laboratory waste liquor treatment equipment, it is characterised in that include main frame, ASBR device and SBR device;Described main frame bag Include electric apparatus room and ozonator room (2), electrolysis transformator (3), electrolysis unit (4), pump chamber (6), water tank (7), raw water box (12), settling tank (13) and clear water tanks (14);Described electric apparatus room and ozonator room (2), electrolysis unit (4), pump chamber (6) and Water tank (7) arranges from top to bottom, and wherein electrolysis unit (4) is provided with an electrolysis bath (5), described electrolysis unit (4) respectively with Pump chamber (6) and electrolysis transformator (3) connect, and the rear side of described water tank (7) is provided with raw water box (12), settling tank (13) and water purification Case (14).
Laboratory the most according to claim 1 waste liquor treatment equipment, it is characterised in that also include that activated carbon negative pressure-pumping is inhaled Attached gas system;Described activated carbon negative pressure-pumping adsorbed gas system includes centrifugal blower (22), gas skirt (23), charcoal canister And blower fan (27) (24);Described centrifugal blower (22) and gas skirt (23) are arranged on the top of electrolysis bath (5) and are used for adsorbing electrolysis The waste gas that groove produces, described charcoal canister (24) is arranged on the top of centrifugal blower (22), and described blower fan (27) is arranged on activity In canister (24), described charcoal canister (24) is provided with the granular active carbon (25) for adsorbing waste gas, described charcoal canister (24) top is provided with gas discharge outlet (26) after purification, and described blower fan (27) is after by purified gas by purifying Gas discharge outlet (26) discharges.
Laboratory the most according to claim 1 waste liquor treatment equipment, it is characterised in that also include wastewater trough (31) and equal position Electrodialysis cell (32), negative electrode (33), anode (34), water circulating pump (35), anode membrane (36) and cavity block in wastewater trough (31) (37);Described negative electrode (33), anode (34), anode membrane (36) and cavity block (37) are respectively positioned in electrodialysis cell (32), described recirculated water Pump (35) is arranged in wastewater trough (31) and electrodialysis cell (32).
Laboratory the most according to claim 1 waste liquor treatment equipment, it is characterised in that also include an environmental protection flower bed system System;Described environmental protection flower bed system include altar body, vent filter gravel layer (63), gravel ventilation well (64), waste water aqua storage tank (65), The adsorption layer of flyash, soil, activated sludge mixing composition is held concurrently microorganism/Lumbricus bed (66), sand particles filter ventilation layer (67), water flowers water distributor (68), resistance to fertile flowers and plants (69) and water distributor regulates valve (60);Described filter gravel layer (63), sand particles mistake Filter unsaturated zone (67) and flyash, soil, the adsorption layer of activated sludge mixing composition hold concurrently microorganism/Lumbricus bed (66) from the bottom up Set gradually;Described gravel ventilation well (64) is plugged in altar body, and its one end and vent filter gravel layer UNICOM are also used for it Ventilation, described waste water aqua storage tank (65) is arranged on the top of altar body and connects with water distributor of watering flowers (68).
CN201620327509.1U 2016-04-19 2016-04-19 A kind of laboratory waste liquor treatment equipment Expired - Fee Related CN205773889U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107356651A (en) * 2017-08-28 2017-11-17 广州商辉怡业计算机科技有限公司 Multi parameter water quality method and system
CN115364538A (en) * 2022-09-14 2022-11-22 辽宁工程技术大学 Membrane filter press filter unit based on dehydration is reinforceed to electroosmosis

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107356651A (en) * 2017-08-28 2017-11-17 广州商辉怡业计算机科技有限公司 Multi parameter water quality method and system
CN115364538A (en) * 2022-09-14 2022-11-22 辽宁工程技术大学 Membrane filter press filter unit based on dehydration is reinforceed to electroosmosis
CN115364538B (en) * 2022-09-14 2024-03-26 辽宁工程技术大学 Membrane filter press filter unit based on electroosmosis enhanced dehydration

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