CN106865738A - The processing unit and method of high concentration hard-degraded organic waste water - Google Patents
The processing unit and method of high concentration hard-degraded organic waste water Download PDFInfo
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- CN106865738A CN106865738A CN201710247778.6A CN201710247778A CN106865738A CN 106865738 A CN106865738 A CN 106865738A CN 201710247778 A CN201710247778 A CN 201710247778A CN 106865738 A CN106865738 A CN 106865738A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 127
- 229910001868 water Inorganic materials 0.000 title claims abstract description 127
- 238000012545 processing Methods 0.000 title claims abstract description 52
- 239000010815 organic waste Substances 0.000 title claims abstract description 29
- 238000000034 method Methods 0.000 title description 42
- 239000002351 wastewater Substances 0.000 claims abstract description 62
- 238000002156 mixing Methods 0.000 claims abstract description 37
- 239000000523 sample Substances 0.000 claims abstract description 5
- 238000006731 degradation reaction Methods 0.000 claims description 12
- 230000015556 catabolic process Effects 0.000 claims description 11
- 238000003672 processing method Methods 0.000 claims description 11
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 claims description 8
- 239000007789 gas Substances 0.000 claims description 8
- 238000004458 analytical method Methods 0.000 claims description 7
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 6
- 238000003756 stirring Methods 0.000 claims description 6
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims description 5
- 229910002092 carbon dioxide Inorganic materials 0.000 claims description 5
- 238000006243 chemical reaction Methods 0.000 claims description 5
- 239000001569 carbon dioxide Substances 0.000 claims description 4
- 150000007524 organic acids Chemical class 0.000 claims description 4
- 239000002912 waste gas Substances 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 3
- 229910052757 nitrogen Inorganic materials 0.000 claims description 3
- 150000003384 small molecules Chemical class 0.000 claims description 3
- 239000002253 acid Substances 0.000 claims description 2
- 239000003513 alkali Substances 0.000 claims description 2
- 230000033228 biological regulation Effects 0.000 claims description 2
- 230000006978 adaptation Effects 0.000 claims 1
- 238000011144 upstream manufacturing Methods 0.000 claims 1
- 238000004065 wastewater treatment Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 6
- 238000004891 communication Methods 0.000 abstract description 3
- 230000008569 process Effects 0.000 description 11
- 239000000126 substance Substances 0.000 description 11
- 230000033001 locomotion Effects 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 5
- 238000007254 oxidation reaction Methods 0.000 description 5
- 239000000047 product Substances 0.000 description 5
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 239000003814 drug Substances 0.000 description 3
- 238000004043 dyeing Methods 0.000 description 3
- 244000005700 microbiome Species 0.000 description 3
- 230000003647 oxidation Effects 0.000 description 3
- 238000013019 agitation Methods 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000001311 chemical methods and process Methods 0.000 description 2
- 239000002894 chemical waste Substances 0.000 description 2
- 238000004939 coking Methods 0.000 description 2
- WQYVRQLZKVEZGA-UHFFFAOYSA-N hypochlorite Chemical compound Cl[O-] WQYVRQLZKVEZGA-UHFFFAOYSA-N 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 238000007639 printing Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 231100000331 toxic Toxicity 0.000 description 2
- 230000002588 toxic effect Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000003905 agrochemical Substances 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 230000031018 biological processes and functions Effects 0.000 description 1
- 229960000074 biopharmaceutical Drugs 0.000 description 1
- 239000003054 catalyst Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000034994 death Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000001627 detrimental effect Effects 0.000 description 1
- 238000006056 electrooxidation reaction Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- DNJIEGIFACGWOD-UHFFFAOYSA-N ethanethiol Chemical compound CCS DNJIEGIFACGWOD-UHFFFAOYSA-N 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 239000013067 intermediate product Substances 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- VUZPPFZMUPKLLV-UHFFFAOYSA-N methane;hydrate Chemical compound C.O VUZPPFZMUPKLLV-UHFFFAOYSA-N 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 150000002894 organic compounds Chemical class 0.000 description 1
- 239000007800 oxidant agent Substances 0.000 description 1
- 238000006385 ozonation reaction Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000012286 potassium permanganate Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
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- 239000010802 sludge Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 238000009284 supercritical water oxidation Methods 0.000 description 1
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Classifications
-
- 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
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
-
- 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
- C02F1/30—Treatment of water, waste water, or sewage by irradiation
- C02F1/32—Treatment of water, waste water, or sewage by irradiation with ultraviolet light
-
- 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
-
- 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
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- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Electrochemistry (AREA)
- General Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Health & Medical Sciences (AREA)
- Toxicology (AREA)
- Water Treatment By Electricity Or Magnetism (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
The invention provides a kind of processing unit of high concentration hard-degraded organic waste water, including:Mixing wastewater with air portion, is arranged on the bottom of processing unit, including gas-water mixing cavity, is provided with the water inlet of input waste water and the air inlet of input gas, is arranged on the water distributing tray in gas-water mixing cavity, and blow-down pipe;Core processing portion, it is arranged on mixing wastewater with air portion top, including retort, water distributing tray in gas-water mixing cavity is passed into retort, the bottom electrode of lower section in retort is arranged on, the Top electrode of top in retort is arranged on, probe tube in retort and in communication is arranged on, the stirrer paddle in retort is arranged on, is covered with the conducting sphere in retort;Discharge portion, is arranged on core processing portion top, including drain chamber, is arranged on the water leg of drain chamber periphery, and drainpipe is provided with water leg, and drain chamber top is provided with blast pipe.Solve prior art high concentration hard-degraded organic waste water treatment effect not good, the low problem of high cost, compliance rate.
Description
Technical field
The present invention relates to environmental project and waste water treatment engineering technical field, especially, it is related to a kind of high-concentration hardly-degradable
The processing unit and method of organic wastewater.
Background technology
The treatment of high concentration hard-degraded organic waste water, is the generally acknowledged problem of current sewage disposal circle both at home and abroad.For this kind of
Waste water, studying both at home and abroad at present more have coking chemical waste water, pharmacy waste water (including traditional Chinese medicine wastewater), petrochemical industry/oils waste water, spins
Knit/professional the waste water such as dyeing waste water, wastewater from chemical industry, paint waste water.So-called high concentration, refers to the organic concentration of this kind of waste water
(in terms of COD) is higher, and generally in more than 2000mg/L, even as high as every liter for having is tens of thousands of to ten tens of thousands of milligrams;So-called difficult drop
Solution, refers to that the biodegradability of this kind of waste water is relatively low (BOD5/COD values are even lower generally below 0.3), it is difficult to biology drop
Solution.So, the organic wastewater generally by COD concentration more than 2000mg/L, BOD5/COD value less than 0.3 is collectively referred to as highly concentrated in the industry
Degree organic wastewater with difficult degradation thereby.Due to high concentration hard-degraded organic waste water produce and itself the characteristics of attribute, have following main danger
Evil:
One is aerobism harm:Due to biodegradation, high concentrated organic wastewater can make receiving water body anoxic or even detest
Oxygen, most aquatic organisms are by death, so as to produce stench, deteriorate water quality and environment;Two is sense organ contact scar:High concentrated organic wastewater
Water body is lost use value, more have a strong impact on the normal life of the nearby water bodies people;Three is causing toxicity harm:Superelevation is dense
Contain a large amount of toxic organic compounds in degree organic wastewater, can constantly be accumulated in the natural environments such as water body, soil, stored, it is most laggard
Enter human body, be detrimental to health.
High concentration hard-degraded organic waste water treatment technology can be divided three classes:Materializing strategy technology, chemical treatment method and
Biologic treating technique.
1st, materializing strategy technology
Physico-chemical process is applied to treatment of Organic Wastewater frequently as a kind of means of pretreatment, and the purpose of pretreatment is by reclaiming
Useful component in waste water, or some difficult for biological degradation things are processed, so as to reach organics removal, biochemical is improved,
Biochemical treatment load is reduced, treatment effeciency is improved.General conventional physico-chemical process has extraction, absorption method, concentration method, ultrasonic wave to drop
Solution.
2nd, chemical treatment method
Chemical treatment method is that the pollutant component in waste water is converted into harmless object by applied chemistry principle and chemical action
Matter, makes the method that waste water is purified.Chemical oxidization method is divided into two major classes, and a class is to utilize strong oxidizer at normal temperatures and pressures
(such as hydrogen peroxide, potassium permanganate, hypochlorite, ozone) is by the oxidation operation in waste water into carbon dioxide and water;It is another
Class is organic matter in Decomposition Wastewater at high temperature under high pressure, including supercritical water oxidation and wet-air oxidation technique, oxidation used
Agent is usually oxygen or hydrogen peroxide, general to use catalyst degradation reaction condition, accelerates reaction rate.Chemical oxidization method reacts
Speed is fast, control is simple but relatively costly, is generally difficult to for the step of organic matter one of difficult degradation to be oxidized to inorganic substances, and mesh
The research of the preceding control to intermediate product is less.The technology is also used often as the preprocess method of biochemical treatment.Its is main
Method have burning method, Ozonation, electrochemical oxidation process etc..
3rd, biologic treating technique
Biological treatment is the main technique of purification of waste water, mainly for the treatment of the organic waste of the industries such as agricultural chemicals, printing and dyeing, pharmacy
Water.Biological treatment be decomposed using the metabolism of microorganism, the toxic and harmful substance that converts in water body and other
The biotechnology of various exceeded components, the place of degradation is mainly the activated sludge containing microorganism, biomembrane and its corresponding
Reactor, be thus born different kind organism treatment technology.Microbial method is not only economical, safety, and the dirt for processing
Dye thing threshold value it is low, residual less, non-secondary pollution, have preferable application prospect.According to the difference of reaction condition, microorganism treatment
Aerobic biological process and the major class of anaerobic bio-treated two can be divided into.
At present, the processing method for more generally using is substantially biologic treating technique, and materializing strategy and chemical treatment
Based on pretreatment or advanced treating supplement, in the hope of reaching preferable degree for the treatment of.But the place of high-concentration hardly-degradable waste water
Reason, generally acknowledged problem is turned into because of the particularity of waste water, except high disposal cost and high maintenance administration fee under conditions of, it is difficult to
Every profession and trade relevant emission standards are met by the above method.
The content of the invention
The invention provides the processing unit and method of a kind of high concentration hard-degraded organic waste water, prior art is solved high
Concentration organic wastewater with difficult degradation thereby treatment effect is not good, the low problem of high cost, compliance rate.
To achieve the above object, the present invention proposes a kind of processing unit of high concentration hard-degraded organic waste water, its feature
It is, including:
Mixing wastewater with air portion, is arranged on the bottom of processing unit, including gas-water mixing cavity, is provided with the water inlet of input waste water
With the air inlet of input gas, the water distributing tray in gas-water mixing cavity, and blow-down pipe are arranged on;
Core processing portion, is arranged on mixing wastewater with air portion top, including retort, and the water distributing tray in gas-water mixing cavity is passed into
In retort, the bottom electrode of lower section in retort is arranged on, is arranged on the Top electrode of top in retort, be arranged in retort
And probe tube in communication, the stirrer paddle in retort is arranged on, it is covered with the conducting sphere in retort;
Discharge portion, is arranged on core processing portion top, including drain chamber, and the product in retort after treatment enters into draining
In chamber, the water leg of drain chamber periphery is arranged on, drainpipe is provided with water leg, drain chamber top is provided with blast pipe.
Preferably, the blade is stratified and set on center-pole, is uniformly laid in retort, and center-pole stands on retort
Center, connection stirring motor is extended to processing unit top.
Preferably, also including automatic control system, including data acquisition portion and control unit, for making processing unit carry out certainly
Dynamicization operation, analysis and Automatic adjusument;The automatic control system links internet to realize remotely accessing, control and diagnosing
Analysis.
Preferably, drain chamber side wall is provided with outlet pipe, and the water in drain chamber is drained into water leg.
Preferably, the drain chamber sidewall edge sets overflow plate, and the water in drain chamber is drained into by overflow plate and catchmented
In groove.
Preferably, the gas-water mixing cavity accounts for the 1/5~1/4 of processing unit.
Preferably, the gas-water mixing cavity is cylindrical or square.
Preferably, it is additionally provided with water quality meter in the core processing portion and discharge portion.
The invention allows for a kind of processing method of high concentration hard-degraded organic waste water, comprise the following steps:
(1) waste water and gases at high pressure are transported in gas-water mixing cavity, by water distributing tray cloth water distribution uniformity and upper transport
To retort;
(2) mixing wastewater with air liquid is entered into retort by water distributing tray, under electrode stirred under pressure, leading in reacted tank
Micro voltage, the degradable organic acid that ozone machine ultraviolet light degradation is small molecule, water, carbon dioxide and the nitrogen produced between electric ball
Gas;
(3) waste water products in retort after treatment rise into discharge chamber, and designated area is discharged to through water leg.
Preferably, waste water is input in gas-water mixing cavity after being pre-processed through acid-base accommodation.
Beneficial effect:
The processing unit and processing method of the high concentration hard-degraded organic waste water that the present invention is provided, improve correlation technique
Defect, perfect main processing parameter, captured high concentration hard-degraded organic waste water cannot by low floor space, low input,
The mode of low operation and maintenance cost carries out the problem for the treatment of up to standard.Processing method of the present invention is applied widely, especially to highly concentrated
Degree organic wastewater with difficult degradation thereby has good disposal ability, coking chemical waste water, bio-pharmaceuticals, printing and dyeing, chemical industry, food and drink and landfill etc.
The high-concentration waste water that industry is produced has good applicability.Processing unit of the present invention can realize modularized design, floor space
Small, one-time investment is convenient for installation and maintenance.Handling process is short, simple to operate, it is to avoid because of the multiple faults problem that flow long occurs.
The highly energy-consuming O&M cost issues high of existing method of wastewater treatment are solved, processing method process energy resource consumption of the present invention is small, medicine
Addition it is few even without.The inventive method coordinates air lift motion to process waste water by mechanical agitation, is conducting sphere
Hybrid motion in retort provides sufficient energy, it is ensured that transverse movement has vertical movement concurrently, is that conducting sphere increases 20-
35% contact area, shortens hydraulic detention time.
Processing unit of the present invention, due to the method for operation of its short flow path and high efficiency, can save conventional processes investment and
The 50-70% of operating cost;Flexible operation, can be run by the way of continuous or pulse, can also as needed with one or two grades
Series system runs, and treatment effect is good.
Processing method of the present invention, the difficult degradation that can process COD concentration in 2000~100000mg/L even more high concentration is given up
Water.Treatment effeciency be 95%~98% and more than;After high concentration hard-degraded organic waste water is through treatment, municipal drain can be entered
Water body is directly discharged into after net, or further treatment.
Brief description of the drawings
Fig. 1 is the structural representation of the processing unit of the embodiment of the present invention 1;
Fig. 2 is the structural representation of the processing unit of the embodiment of the present invention 2.
In figure:1- mixing wastewater with air portion;101- gas-water mixing cavities;102- water inlets;103- air inlets;104 water distributing trays;105-
Blow-down pipe;2- core processings portion;201- retort;202- bottom electrodes;203- Top electrodes;204- probe tubes;205- stirrer paddles;
206- center-poles;207- conducting spheres;3- discharge portions;301- drain chambers;302- water legs;303- outlet pipes;304- overflow plates;
305- blast pipes;306- drainpipes;4- stirring motors;5- tank skins;6- power supplys.
Specific embodiment
It is below in conjunction with the accompanying drawings and specific real to enable the above objects, features and advantages of the present invention more obvious understandable
The present invention is further detailed explanation to apply mode.
Embodiment 1
Referring to shown in Fig. 1, the present embodiment provides a kind of processing unit of high concentration hard-degraded organic waste water, including:Air water
Mixing unit 1, core processing portion 2 and discharge portion 3, wherein, mixing wastewater with air portion 1 is arranged on the bottom of processing unit, including air water is mixed
Chamber 101 is closed, the water inlet 102 of input waste water and the air inlet 103 of input gas is provided with, is arranged in gas-water mixing cavity 101
Water distributing tray 104, and blow-down pipe 105;Core processing portion 2 is arranged on the top of mixing wastewater with air portion 1, including retort 201, air water
Water distributing tray 104 in hybrid chamber 101 is passed into retort 201, is arranged on the bottom electrode 202 of lower section in retort 201, is set
The Top electrode 203 of top, is arranged on retort 201 and probe tube 204 in communication in retort 201, is arranged on reaction
Stirrer paddle 205 in tank 201, is covered with the conducting sphere 207 in retort 201;Discharge portion 3, is arranged in core processing portion 2
Product in side, including drain chamber 301, retort 201 after treatment is entered into drain chamber 301, is arranged on the periphery of drain chamber 301
Water leg 302, drainpipe 306 is provided with water leg 302, for by water leg 302 liquid discharge, drain chamber 301
Top is additionally provided with blast pipe 305, by the gas discharge in product after wastewater treatment.
Pending high concentration hard-degraded organic waste water is pumped into the gas-water mixing cavity 101 of processing unit by intake pump,
Pressure-air or other gases are passed into gas-water mixing cavity 101 by high pressure positive blower or air blower, waste water and gases at high pressure one
In with the water distributing tray 104 entered into gas-water mixing cavity 101, preferably annular water distributing tray.Mixing wastewater with air liquid is equal by water distributing tray 104
Even water distribution and on flow into the retort 201 in core processing portion 2, to the Top electrode 203 that is set in core processing portion 2 and under
Electrode 202 pressurizes, and by the pressurization 5-25V of power supply 6, and opens stirring, and by electrode voltage, what is produced between conducting sphere 207 is micro-
Voltage, ozone and ultraviolet etc., waste water moment is decomposed into degradable organic acid, the H of small molecule2O、CO2And N2Deng meeting city
City's Sewage Plant enters water quality standard, and realizes sterilizing rate more than 99.999%.Waste water rises to discharge of wastewater portion after treatment
3, liquid is discharged to tank or plant area's delivery port by the drainpipe 306 on water leg 302, and gas is discharged by blast pipe 305.
The processing unit of the present embodiment, using modularized design, the processing unit of three-dimensional following water inlet upper water-out is complete
Into wastewater treatment, floor space is small, and one-time investment is low, convenient for installation and maintenance.Handling process is short, simple to operate, it is to avoid because of length
The multiple faults problem that flow occurs.Due to the method for operation of its short flow path and high efficiency, conventional processes investment can be saved and transported
The 50-70% of row expense;Flexible operation, can be run by the way of continuous or pulse, can also as needed with one or two grades of strings
Connection mode is run, and treatment effect is good.
In the present embodiment, the effect of the mixed water of gas distribution is improved by water distributing tray 104, and reduce to waste water and retort tank skin
Impact.
Optionally, the stirrer paddle 205 may be configured as several, be set according to the size of retort 201, to meet stirring
Effect.The blade 205 is stratified and set on center-pole 206, is uniformly laid in retort 201, and center-pole 206 stands on reaction
The center of tank 201, connection stirring motor 4 is extended to processing unit top.The blade 205 can select 3 leaf formula propeller blades or
Vertical blade etc., main purpose is conducting sphere 207 is had good motion state, prevents conducting sphere 207 from gathering, to expand contact
Area.Churned mechanically power can be provided through but not limited to DC brushless motor, variable-frequency motor etc..Motor speed need to needed
It is adjustable in the range of wanting, 10-300rpm is set in the present embodiment.
Further, the present embodiment also includes automatic control system, including data acquisition portion and control unit, for filling treatment
Putting carries out automatic operating, analysis and Automatic adjusument;The automatic control system links internet to realize remotely accessing, control
System and diagnostic analysis.So as to meet automatic operating and the analysis of wastewater treatment equipment, can be provided according to online monitoring instrument
Data carry out Automatic adjusument to relevant parameter.
In the present embodiment, the side wall of the drain chamber 301 is provided with outlet pipe 303, by the liquid in drain chamber 301 from draining
It is drained into water leg 302 in chamber 301.
In the present embodiment, the gas-water mixing cavity accounts for the 1/5 of processing unit, and its design is not limited to cylindrical or square.Institute
Stating in core processing portion 2 and discharge portion 3 can also according to actual needs set water quality meter, including to the index such as pH value and electrical conductivity
Detection.
Embodiment 2
Referring to shown in Fig. 2, the present embodiment provides a kind of processing unit of high concentration hard-degraded organic waste water, wherein, it is described
The sidewall edge of drain chamber 301 sets overflow plate 304, and the water in drain chamber 301 is drained into water leg 302 by overflow plate 304.
Other are same as Example 1.
Embodiment 3
The present embodiment provides a kind of processing method of high concentration hard-degraded organic waste water, comprises the following steps:
(1) waste water and gases at high pressure are transported in gas-water mixing cavity, by water distributing tray cloth water distribution uniformity and upper transport
To retort;
(2) waste water carries out degradation treatment in retort, under electrode stirred under pressure, is produced between the conducting sphere in retort
Waste water is decomposed into the degradable organic acid of small molecule, water, carbon dioxide and nitrogen etc. by raw micro voltage, ozone and ultraviolet;
(3) waste water products in retort after treatment rise into discharge chamber, and designated area is discharged to through water leg.
Wherein, because pending waste water quality property is complicated, it is being conveyed into gas-water mixing cavity 101 first through necessary acid
Alkali is adjusted or other regulation measures, is input to again afterwards in gas-water mixing cavity 101 and is processed.
The present embodiment processing method, process energy resource consumption is small, medicine addition it is few even without.Matched somebody with somebody by mechanical agitation
Close air lift motion to process waste water, the hybrid motion for being conducting sphere in retort provides sufficient energy, it is ensured that transverse direction
Motion has vertical movement concurrently, is the contact area that conducting sphere increases 20-35%, shortens hydraulic detention time.
The present embodiment processing method can process COD concentration and be given up in the difficult degradation of 2000~100000mg/L even more high concentration
Water.Treatment effeciency be 95%~98% and more than;After high concentration hard-degraded organic waste water is through treatment, municipal drain can be entered
Water body is directly discharged into after net, or further treatment.
Each embodiment in this specification is described by the way of progressive, identical similar portion between each embodiment
Divide mutually referring to what each embodiment was stressed is the difference with other embodiment.Especially for device or
For device embodiment, because it is substantially similar to embodiment of the method, so describing fairly simple, related part is referring to method
The part explanation of embodiment.
The embodiment of the present invention is described in detail above, specific case used herein to principle of the invention and
Implementation method is set forth, and the explanation of above example is only intended to help and understands the method for the present invention and its core concept;
Simultaneously for those of ordinary skill in the art, according to thought of the invention, can in specific embodiments and applications
There is change part, in sum, this specification content should not be construed as limiting the invention.
Claims (10)
1. a kind of processing unit of high concentration hard-degraded organic waste water, it is characterised in that including:
Mixing wastewater with air portion, is arranged on the bottom of processing unit, including gas-water mixing cavity, is provided with the input water inlet of waste water and defeated
Enter the air inlet of gas, be arranged on the water distributing tray in gas-water mixing cavity, and blow-down pipe;
Core processing portion, is arranged on mixing wastewater with air portion top, including retort, and the water distributing tray in gas-water mixing cavity is passed into reaction
In tank, be arranged on the bottom electrode of lower section in retort, be arranged on the Top electrode of top in retort, be arranged in retort and with
Connection probe tube, be arranged on the stirrer paddle in retort, be covered with the conducting sphere in retort;
Discharge portion, is arranged on core processing portion top, including drain chamber, and the product in retort after treatment enters into drain chamber
It is interior, the water leg of drain chamber periphery is arranged on, drainpipe is provided with water leg, drain chamber top is provided with blast pipe.
2. the processing unit of high concentration hard-degraded organic waste water according to claim 1, it is characterised in that the blade point
On the centrally disposed bar of layer, uniformly it is laid in retort, center-pole stands on retort center, extends to processing unit top and connect
Connect stirring motor.
3. the processing unit of high concentration hard-degraded organic waste water according to claim 1, it is characterised in that also including automatic
Control system, including data acquisition portion and control unit, adjust for making processing unit carry out automatic operating, analysis and self adaptation
Section;The automatic control system links internet to realize remotely accessing, control and diagnostic analysis.
4. the processing unit of high concentration hard-degraded organic waste water according to claim 1, it is characterised in that the drain chamber
Side wall is provided with outlet pipe, and the water in drain chamber is drained into water leg.
5. the processing unit of high concentration hard-degraded organic waste water according to claim 1, it is characterised in that the drain chamber
Sidewall edge sets overflow plate, and the water in drain chamber is drained into water leg by overflow plate.
6. the processing unit of high concentration hard-degraded organic waste water according to claim 1, it is characterised in that the air water is mixed
Close chamber and account for the 1/5~1/4 of processing unit.
7. the processing unit of high concentration hard-degraded organic waste water according to claim 1, it is characterised in that the air water is mixed
It is cylindrical or square to close chamber.
8. the processing unit of high concentration hard-degraded organic waste water according to claim 1, it is characterised in that at the core
Water quality meter is additionally provided with reason portion and discharge portion.
9. a kind of processing method of high concentration hard-degraded organic waste water, it is characterised in that comprise the following steps:
(1) waste water and gases at high pressure are transported in gas-water mixing cavity, are transported to instead by water distributing tray cloth water distribution uniformity and upstream
Answer in tank;
(2) mixing wastewater with air liquid is entered into retort by water distributing tray, under electrode stirred under pressure, the conducting sphere in reacted tank
Between the micro voltage that produces, ozone and ultraviolet light degradation be the degradable organic acid of small molecule, water, carbon dioxide and nitrogen;
(3) waste water products in retort after treatment rise into discharge chamber, and designated area is discharged to through water leg.
10. the processing method of high concentration hard-degraded organic waste water according to claim 9, it is characterised in that waste water is through acid
It is input in gas-water mixing cavity after alkali regulation pretreatment.
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CN206692401U (en) * | 2017-04-17 | 2017-12-01 | 博安信和环境科技(北京)有限公司 | The processing unit of high concentration hard-degraded organic waste water |
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CN103539232A (en) * | 2013-10-30 | 2014-01-29 | 北京师范大学 | Fluidized bed type three-phase electrode reactor and method for treating high-concentration organic wastewater by using reactor |
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