CN104229947B - Use wastewater treatment equipment and the method for polynary coal ferrum carbon - Google Patents

Use wastewater treatment equipment and the method for polynary coal ferrum carbon Download PDF

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CN104229947B
CN104229947B CN201410445543.4A CN201410445543A CN104229947B CN 104229947 B CN104229947 B CN 104229947B CN 201410445543 A CN201410445543 A CN 201410445543A CN 104229947 B CN104229947 B CN 104229947B
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reative cell
wastewater treatment
treatment equipment
wastewater
ferrum carbon
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CN104229947A (en
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毛淦民
朱钟霞
阳健
吕义有
袁飞
张连福
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Guangdong Green Day Environmental Technology Co., Ltd.
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GUANGZHOU LR ENVIRONMENTAL PROTECTION SCIENCE & TECHNOLOGY Co Ltd
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Abstract

The present invention relates to a kind of wastewater treatment equipment using polynary coal ferrum carbon and method of wastewater treatment, this wastewater treatment equipment includes base, reactor, water inlet pipe and outlet pipe.This wastewater treatment equipment and method of wastewater treatment thereof, be there is the reactor of multi-stage reaction chamber by design, the mean particle size of the polynary coal ferrum carbon filler in reactor is sequentially reduced, thus organic wastewater can be filtered layer by layer, and with polynary coal ferrum carbon filler generation micro-electrolysis reaction in reative cell, reduction along with the granular size of polynary coal ferrum carbon filler, specific surface knot is gradually increased, the organic wastewater of multiple variable concentrations can be processed, particularly high concentrated organic wastewater, filter and light electrolysis through preliminary at bottom, flow into high level again and carry out depth-type filtration and light electrolysis, have the most efficient, the advantage not hardened, while significantly removing removal organic polluter, improve the biodegradability of organic wastewater, have laid a good foundation for follow-up biological treatment.

Description

Use wastewater treatment equipment and the method for polynary coal ferrum carbon
Technical field
The present invention relates to treatment of Organic Wastewater field, especially relate at a kind of waste water using polynary coal ferrum carbon Reason apparatus and method.
Background technology
Organic wastewater, particularly high salt, high color, the treatment of Organic Wastewater of high concentration, always numerous domestic The difficult problem that environmental worker and administration section pay close attention to.Along with the fast development of China's chemical industry, various novel Chemical products be applied to all trades and professions, particularly medicine, chemical industry, electroplate, the industry of the heavily contaminated such as printing and dyeing In, also with the most serious problem of environmental pollution while improving product quality, quality, mainly show : organic waste organic pollutants concentration height, Stability Analysis of Structures, biochemical are poor, and common process is difficult to Qualified discharge, and processing cost is high, reduces discharging to industry energy conservation and brings great pressure.
Summary of the invention
Based on this, it is necessary to provide a kind for the treatment of of Organic Wastewater effect preferable and lower-cost employing unit coal ferrum The wastewater treatment equipment of carbon and method.
A kind of wastewater treatment equipment using polynary coal ferrum carbon, for purification of organic waste water, this waste water processes dress Put and include:
Base;
Reactor, is located on described base, including the multistage reative cell being sequentially communicated, fills out in described reative cell It is filled with polynary coal ferrum carbon filler, and along the flow direction of organic wastewater, the polynary coal ferrum carbon in described reative cell is filled out The mean particle size of material is sequentially reduced;
Water inlet pipe, penetrates in described base, and described water inlet pipe is provided with the water inlet that multiple and described reative cell connects Hole;And
Outlet pipe, is located at the top of described reactor and connects with the described reative cell of afterbody.
Wherein in an embodiment, it is provided with in described reative cell for containing described polynary coal ferrum carbon filler Plastic filler basket, described plastic filler basket is detachable be fixed on described reative cell in and described plastic filler basket Basket at the bottom of be loose structure.
Wherein in an embodiment, described reactor includes two-stage reaction room, the respectively first reative cell and Second reative cell, described first reative cell is placed on described base, and described second reative cell is placed in described first On reative cell, and the opening of described inlet opening is upward.
Wherein in an embodiment, the average grain of the polynary coal ferrum carbon filler in described first reative cell is big Little for 30-40mm, packed density is 60-80%;Putting down of polynary coal ferrum carbon filler in described second reative cell All granular sizes are 10-20, and packed density is 50-70%.
Wherein in an embodiment, described polynary coal ferrum carbon filler is that ferrum, carbon and metal catalytic element are constituted Porous alloy structure, wherein, the percent mass of each composition is frequently: ferrum: 68-85%, carbon: 10-30%, Metal catalytic element: 1%-5%.
Wherein in an embodiment, described wastewater treatment equipment also includes preposition pH regulator device, described before Put before pH regulator device is positioned at described water inlet pipe for adjusting before organic wastewater is passed through described water inlet pipe The pH value of joint organic wastewater.
Wherein in an embodiment, described wastewater treatment equipment also include being located on described base for examining Survey the pH monitoring device of the organic wastewater pH value being passed through described water inlet pipe.
Wherein in an embodiment, described wastewater treatment equipment also includes the breather being located in described base, The pore of described breather towards with the opening of described inlet opening towards contrary.
Wherein in an embodiment, described wastewater treatment equipment also includes being located on described base and penetrate institute Stating the suck-back evacuated tube in base, described suck-back evacuated tube offers multiple drain hole that Open Side Down, is used for The solid matter settled in emptying described reactor.
A kind of method of wastewater treatment, uses the wastewater treatment equipment described in any of the above-described embodiment, at this waste water Reason method comprises the steps:
The pH value of described organic wastewater is regulated to 2.5~3;
Described organic wastewater is passed through in described wastewater treatment equipment, and enters from described inlet opening described multistage Physical filtering and microelectrolysis processing is carried out in the reactor of reative cell;
The organic wastewater of purified process is discharged from described outlet pipe.
Above-mentioned wastewater treatment equipment and method of wastewater treatment thereof, have the reactor of multi-stage reaction chamber by design, The mean particle size of the polynary coal ferrum carbon filler in reactor is sequentially reduced, thus organic wastewater can be with tegillum Layer filter, and in reative cell with polynary coal ferrum carbon filler generation micro-electrolysis reaction, along with polynary coal ferrum carbon The reduction of the granular size of filler, specific surface knot is gradually increased, and can process the organic waste of multiple variable concentrations Water, particularly high concentrated organic wastewater, filter and light electrolysis through preliminary at bottom, then flow into high level and carry out deeply Spend filter and light electrolysis, the advantage having the most efficiently, not hardening, significantly remove removal organic polluter Meanwhile, improve the biodegradability of organic wastewater, have laid a good foundation for follow-up biological treatment.
Accompanying drawing explanation
Fig. 1 is the structural representation of the wastewater treatment equipment using polynary coal ferrum carbon filler of an embodiment;
Fig. 2 is the structural representation of the first plastic filler basket in Fig. 1;
Fig. 3 is the structural representation of the second plastic filler basket in Fig. 1;
Fig. 4 is the schematic flow sheet of the method for wastewater treatment of an embodiment.
Detailed description of the invention
For the ease of understanding the present invention, below with reference to relevant drawings, the present invention is described more fully. Accompanying drawing gives presently preferred embodiments of the present invention.But, the present invention can come real in many different forms Existing, however it is not limited to embodiment described herein.On the contrary, providing the purpose of these embodiments is to make this The understanding of disclosure of the invention content is more thorough comprehensively.
As it is shown in figure 1, the wastewater treatment equipment 10 using polynary coal ferrum carbon of an embodiment is mainly used in only Change organic wastewater, such as medicine, chemical industry, electroplate or the heavily contaminated industrial wastewater etc. such as printing and dyeing.This waste water processes dress Put 10 and include preposition pH regulator device 100, base 200, water inlet pipe 300, pH monitoring device 400, logical Trachea 500, suck-back evacuated tube 600, reative cell 700 and outlet pipe 800.
Before preposition pH regulator device 100 is located at water inlet pipe 300, for regulating the pH of organic wastewater.Before Put pH regulator device 100 and include pH detection device, means for feeding acid or adder-subtractor (not shown) etc.. PH detection device detects the pH value of organic wastewater in real time, and means for feeding acid or adder-subtractor are according to pH testing result Carry out acid adding or add alkali, and the pH value of organic wastewater is regulated between 2.5~3.
Base 200 is internal offers cavity, can be used for caching organic wastewater.
Water inlet pipe 300 is located on base 200 and gos deep into the internal cavities of base 200.At base 200 Outside, water inlet pipe 300 is provided with water inlet control valve 310.On the inside of base 200, water inlet pipe 300 Offer multiple equally distributed inlet opening 320.The opening up setting of inlet opening 320.From inlet opening 320 The organic wastewater being passed through or Clean-tap water can first be buffered in the internal cavities of base 200 and enter back into reaction Room 700.
PH monitoring device 400 is located on base 200, and gos deep into the internal cavities of base 200, is used for Monitor the acid-base value of the organic wastewater being passed through in real time, judge whether reaction condition meets the requirements according to pH value, and Again pH value can be adjusted.
Breather 500 is located on base 200, and gos deep into base 200.Breather 500 is at base 200 Outside part be provided with air valve 510.In the inside of base 200, the air vent openings of breather 500 towards with enter The opening in water hole 320 is towards on the contrary, and is uniformly distributed.Breather 500 is for being passed through sky in base 200 Gas, on the one hand can play stirring and elicitation effect, on the other hand, be passed through air, anti-for follow-up light electrolysis Oxygen atmosphere should be provided.
Suck-back evacuated tube 600 is located on base 300, and gos deep into base 200.Suck-back evacuated tube 600 Part outside base 200 is provided with exhaust-valve 610.In the inside of base 200, suck-back evacuated tube 600 with Aspirator is connected, and it offers multiple drain hole that Open Side Down 620, gets rid of in waste water for periodically and settles Solid matter.
Reactor 700 connects with inlet opening 320.It is filled with polynary coal ferrum carbon filler in reactor 700, uses In filtering and light electrolysis organic wastewater.In the present embodiment, reactor 700 has two-layer, and respectively first Reative cell 710 and the second reative cell 720.First reative cell 710 be placed on base 200 and with inlet opening 320 Connection.Second reative cell 720 is layered on the first reative cell 710, and connects with the first reative cell 710. Waste water can enter the second reative cell 720 via water inlet pipe the 300, first reative cell 710 successively.
First reative cell 710 is filled with, with the second reative cell 720, the polynary coal that mean particle size is different respectively Ferrum carbon filler.The mean particle size of the polynary coal ferrum carbon filler in the first reative cell 710 is more than the second reaction The mean particle size of the polynary coal ferrum carbon filler in room 720, namely the first reative cell 710 and the second reaction Room 720 constitutes multistage reactor.Polynary coal ferrum carbon filler granule in first reative cell 710 is thick, as flat All granular sizes are in the range of 30-40mm, thus packed density is sparse, if density is 60-80%, are conducive to Filter bigger solid impurity, and carry out preliminary micro-electrolysis reaction with organic wastewater.In second reative cell 720 Polynary coal ferrum carbon filler granule thin, if mean particle size is in the range of 10-20mm, thus packed density Fine and closely woven, if density is 50-70%, be conducive to filtering less solid impurity, and carry out the degree of depth with organic wastewater Micro-electrolysis reaction.By arranging the reactor of multi-stage reaction chamber, multiple variable concentrations, different journey can be processed The organic wastewater that degree pollutes, particularly high concentrated organic wastewater, filter and light electrolysis through preliminary at bottom, then Flow into high level and carry out depth-type filtration and light electrolysis, the advantage having the most efficiently, not hardening, significantly going While removal organic polluter, improve the biodegradability of organic wastewater, establish for follow-up biological treatment Good basis.
Further, in the present embodiment, polynary coal ferrum carbon filler is to be contained in the first plastic filler basket 712 With in the second plastic filler basket 722.Wherein said plastics can such as corrosion resistancies such as polyethylene (PE) relatively Good plastic material.As shown in Figures 2 and 3, the first plastic filler basket 712 and the second plastic filler basket 722 All being detachably secured in reative cell and stacking is arranged, wherein the first plastic filler basket 712 is used for containing average The polynary coal ferrum carbon filler that granular size is bigger, the second plastic filler basket 722 is used for containing mean particle size Less polynary coal ferrum carbon filler.At the bottom of first plastic filler basket 712 and the basket of the second plastic filler basket 722 equal For loose structure, wherein, the aperture at the bottom of the first plastic filler basket 712 basket is more than the second plastic filler basket 722 Basket underfill aperture.Additionally, the first plastic filler basket 712 is provided with for adding in the second plastic filler basket 722 The reinforcement of strong structural stability and play repeated hole or hanger structure etc. for sling for crane gear.Pass through The detachable plastic filler basket structure being arranged in reative cell, can conveniently be added and adjust filler.
Above-mentioned polynary coal ferrum carbon filler is in atmosphere of inert gases, by ferrum, carbon and metal catalytic element according to After composition quality Fe:68-85%, C:10-30%, the ratio of metal catalytic element: 1%-5% mix, use Different size of mould obtains all size polynary coal of porous alloy structure after sintering 5-8 hour at 1050 DEG C Ferrum carbon filler.Wherein, at least during metal catalytic element can be, but not limited to platinum, palladium, rhodium, silver and ruthenium Plant metal.This polynary coal ferrum carbon filler collection oxidation, reduction, electro-deposition, flocculate, adsorb, build bridge, roll up and sweep And the several functions such as co-precipitation is in one.Electrification is mainly there is in the organic wastewater of difficult degradation on microelectrolysis process Oxidation, reduction, the discharge and recharge attached collection of electricity to flco and the catalytic action to reaction learned and electrochemistry are produced The comprehensive effect of the effects such as the net of the cohesion of thing, the absorption of nascent state flco and bed is caught, filtration.This is polynary Coal ferrum carbon filler is very fast at the organic wastewater Anodic iron rot being passed through air, substantial amounts of Fe2+Enter in waste water, The most effectively overcome anodic passivity, and produce nascent state Fe with greater activity2+[H], can be with useless In water, many component generation redox reaction, destroy coloring matter chromophoric group or auxochromes unity in waste water Structure, even chain rupture, make macromolecule toxicity organic pollution in waste water change into little molecule or be readily biodegradable Material;Aerated reaction consumes hydrion simultaneously, makes the pH value of waste water raise, create for follow-up flocculation reaction Good condition, saves reagent cost.
It is understood that in other embodiments, this reactor 700 can also be provided with 3,4 or count above The reative cell of amount, can be arranged with stacking between each reative cell, it is also possible to place side by side, as long as by organic wastewater Pass sequentially through each reative cell, and flow from the bottom up portion of each reative cell;Accordingly, along organic The flow direction of waste water, the mean particle size of the polynary coal ferrum carbon filler in reative cell is sequentially reduced.Further, It is understood that in other embodiments, this wastewater treatment equipment 10 can not contain pH monitoring device 400, At least one component in breather 500 and suck-back evacuated tube 600.
Outlet pipe 800 is located at the top of the second reative cell, the organic wastewater or Clean-after processing Tap waters etc. are discharged.In the present embodiment, the second reative cell be arranged over a cavity, outlet pipe 800 Connect with this cavity, and in the outside of reative cell, outlet pipe 800 is provided with outlet water control valve 810.
Additionally, present embodiment additionally provides a kind of method of wastewater treatment, it processes by using above-mentioned waste water Device carries out purified treatment to organic wastewater.As shown in Figure 4, this method of wastewater treatment comprises the steps:
Step S910: by the pH regulator of organic wastewater to 2.5~3.
Step S920: organic wastewater is passed through in wastewater treatment equipment, and multi-stage reaction chamber is entered from inlet opening Reactor in carry out physical filtering and microelectrolysis processing.
Step S930: discharge the organic wastewater of purified process from outlet pipe.
The most in the present embodiment, the handling process of organic wastewater is as follows:
PH is adjusted to 2.5-3 by preposition pH regulator device 100 by former organic wastewater, then passes through water inlet pipe 300 inside entering base 200, waste water is uniformly introduced by the water inlet water distribution system of water inlet pipe 300, enters gently Enter reative cell 700, monitor waste water reaction bar continuously by the pH monitoring device 400 being arranged on base 200 Whether part meets;Open breather 500 simultaneously, ventilate slowly, simple agitation waste water, water conservancy diversion waste water Toward upper, utilize in air oxygen by reacted ferrous oxidation;Waste water flows through gently and is loaded with polynary coal ferrum The multi-stage reaction chamber of carbon filler, first passes through thick polynary coal ferrum carbon filler, the big float of preliminary interception, then flows Meticulous polynary coal ferrum carbon filler, it is achieved simple filter effect, when waste water flows through polynary coal ferrum carbon system simultaneously Constantly carry out slow reaction, larger molecular organics is degraded to small Organic substance, organic to remove most Thing.After organic wastewater stops 1.5-2 hour in device, reach predetermined process effect, finally from the second reaction Drain pipe 800 above room 720 flows out.After this wastewater treatment equipment 10 runs a period of time, can beat Open exhaust-valve 610, drain and processing procedure is deposited on the impurity such as mud bottom base 200.
Backwash operation: first quit work, opens breather 500, tunes up ventilation, fills out polynary coal ferrum carbon Material sufficiently rinses, and after static a few minutes, opens exhaust-valve 610 and empties.After emptying, close emptying Valve 610, injects tap water from outlet pipe 800, and repeat the above steps is cleaned once.
Add or change filler: occur abnormal when this wastewater treatment equipment 10 processes water outlet or use the long period After, polynary coal ferrum carbon filler can be adjusted or change polynary coal ferrum carbon filler.First exhaust-valve 610 is opened and put Sky, then vertically up hangs out the second plastic filler basket 722, then vertical for the first plastic filler basket 712 Up hanging out, situation is supplemented or adjusts filler as required.Then first vertical for the first plastic filler basket 712 Put down, then the second plastic filler basket 722 is vertically put down, i.e. complete to add or change filler.
Above-mentioned wastewater treatment equipment 10 and method of wastewater treatment thereof, have the reaction of multi-stage reaction chamber by design Device 700, the mean particle size of the polynary coal ferrum carbon filler in reactor 700 is sequentially reduced, thus organic waste Water can be filtered layer by layer, and in reative cell with polynary coal ferrum carbon filler generation micro-electrolysis reaction, along with The reduction of the granular size of polynary coal ferrum carbon filler, specific surface knot is gradually increased, and can process multiple difference dense The organic wastewater of degree, particularly high concentrated organic wastewater, filters and light electrolysis through preliminary at bottom, then flows into High level carries out depth-type filtration and light electrolysis, the advantage having the most efficiently, not hardening, and has significantly removing While organic pollutants, improve the biodegradability of organic wastewater, established well for follow-up biological treatment Basis.
This wastewater treatment equipment 10 collect electrochemical reaction, aoxidize, reduce, electricity flocculation, co-precipitation etc. multi-functional In one, have that broad spectrum activity is strong, applied widely, high treating effect, not electricity consumption, low cost, operability By force, filler replaceable, without blocking with the advantage such as harden, be through engineering approaches can be applied to difficult degradation toxicity and have at present The agent technology of machine waste water, in decolouring, toxicity reduction, open loop chain rupture, removes COD and improves wastewater biodegradability Etc. (B/C) aspect is widely applied.
It it is below specific embodiment part
Composition and the mass percent of the polynary coal ferrum carbon filler that following example use are Fe:80%, C: 28%, metal catalytic element: 2%.
Embodiment 1, Wastewater from Pig Farm
Polynary coal ferrum carbon filler granule in first reative cell 710 is thick, and mean particle size is at 30-40mm model In enclosing, packed density is 60%, is conducive to filtering bigger solid impurity, and carries out tentatively with organic wastewater Micro-electrolysis reaction.Polynary coal ferrum carbon filler granule in second reative cell 720 is thin, and mean particle size exists In the range of 10-20mm, packed density is 80%.
Former water sample COD:10163.05mg/L before processing;Traditional common light electrolysis method is used to process water outlet COD:5790.43mg/L;The wastewater treatment equipment water outlet COD of the polynary coal ferrum carbon of the use present invention: 3884.27mg/L。
Embodiment 2, modified starch waste water
Polynary coal ferrum carbon filler granule in first reative cell 710 is thick, and mean particle size is at 30-40mm model In enclosing, packed density is 65%, is conducive to filtering bigger solid impurity, and carries out tentatively with organic wastewater Micro-electrolysis reaction.Polynary coal ferrum carbon filler granule in second reative cell 720 is thin, and mean particle size exists In the range of 10-20mm, packed density is 80%.
Former water sample COD:12000.45 mg/L before processing, uses traditional common light electrolysis method to process water outlet COD:5875.21 mg/L, the wastewater treatment equipment water outlet COD of the polynary coal ferrum carbon of the use present invention: 4184.42mg/L。
By above-mentioned two embodiment it can be seen that the application of the invention use polynary coal ferrum carbon waste water Reason device is after multistep treatment, and the COD value of waste water substantially reduces, and relatively conventional employing routine ferrum carbon material Material carries out uniprocessing, and the waste water COD after process is significantly reduced, thus illustrates, the employing of the present invention is many The wastewater treatment equipment purification of waste water of unit's coal ferrum carbon is effective.
Both examples above is served only for explanation and uses the wastewater treatment equipment process of the present invention polynary coal ferrum carbon to give up The effect of water, it is appreciated that in other embodiments, for different waste water situations, can be with appropriate design The data such as the composition of the polynary coal ferrum carbon filler in one reative cell 710 and the second reative cell 720 and size, with Reach preferably to process the purpose of organic wastewater.
Embodiment described above only have expressed the several embodiments of the present invention, and it describes more concrete and detailed, But therefore can not be interpreted as the restriction to the scope of the claims of the present invention.It should be pointed out that, for this area Those of ordinary skill for, without departing from the inventive concept of the premise, it is also possible to make some deformation and Improving, these broadly fall into protection scope of the present invention.Therefore, the protection domain of patent of the present invention should be with appended Claim is as the criterion.

Claims (7)

1. use a wastewater treatment equipment for polynary coal ferrum carbon, for purification of organic waste water, it is characterised in that This wastewater treatment equipment includes:
Base;
Reactor, is located on described base, including the multistage reative cell being sequentially communicated, fills out in described reative cell It is filled with polynary coal ferrum carbon filler, and along the flow direction of organic wastewater, the polynary coal ferrum carbon in described reative cell is filled out The mean particle size of material is sequentially reduced, and is provided with for containing described polynary coal ferrum carbon filler in described reative cell Plastic filler basket, described plastic filler basket is detachable be fixed on described reative cell in and described plastic filler Be loose structure at the bottom of the basket of basket, and described plastic filler indigo plant be provided with for for crane gear sling rise repeated hole or Hanger structure;
Water inlet pipe, penetrates in described base, and described water inlet pipe is provided with the water inlet that multiple and described reative cell connects Hole;
Outlet pipe, is located at the top of described reactor and connects with the described reative cell of afterbody;
Breather, is located on described base, the pore of described breather towards with the opening of described inlet opening Towards on the contrary;And
Suck-back evacuated tube, is located on described base, and penetrates in described base, and described suck-back evacuated tube is offered There is multiple drain hole that Open Side Down, the solid matter of sedimentation in emptying described reactor.
2. wastewater treatment equipment as claimed in claim 1, it is characterised in that described reactor includes two-stage Reative cell, the respectively first reative cell and the second reative cell, described first reative cell is placed on described base, Described second reative cell is placed on described first reative cell, and the opening of described inlet opening is upward.
3. wastewater treatment equipment as claimed in claim 2, it is characterised in that in described first reative cell The mean particle size of polynary coal ferrum carbon filler is 30-40mm, and packed density is 60-80%;Described second anti- The mean particle size of polynary coal ferrum carbon filler that should be indoor is 10-20mm, and packed density is 50-70%.
4. the wastewater treatment equipment as described in claim 1 or 3, it is characterised in that described polynary coal ferrum carbon Filler is the porous alloy structure that ferrum, carbon and metal catalytic element are constituted, wherein, the percent mass of each composition Ratio is: ferrum: 68-85%, carbon: 10-30%, metal catalytic element: 1%-5%.
5. wastewater treatment equipment as claimed in claim 1, it is characterised in that also include preposition pH regulator Device, described preposition pH regulator device be positioned at described water inlet pipe before for entering described in organic wastewater is passed through The pH value of organic wastewater is regulated before water pipe.
6. wastewater treatment equipment as claimed in claim 1, it is characterised in that also include being located at described base On be passed through the pH monitoring device of the organic wastewater pH value of described water inlet pipe in real time detection.
7. a method of wastewater treatment, it is characterised in that use as according to any one of claim 1~6 Wastewater treatment equipment, this method of wastewater treatment comprises the steps:
The pH value of described organic wastewater is regulated to 2.5~3;
Described organic wastewater is passed through in described wastewater treatment equipment, and enters described reaction from described inlet opening Device carries out physical filtering and microelectrolysis processing;
The organic wastewater processed through preliminary purification is discharged from described outlet pipe.
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CN105819596A (en) * 2016-03-31 2016-08-03 广州绿日环保科技有限公司 Device and method for treating wastewater by polybasic coal-iron-carbon
CN115353194B (en) * 2022-09-20 2023-08-08 上海泓济环保科技股份有限公司 Multi-element electrochemical integrated filler and preparation method thereof

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1183316A (en) * 1996-11-22 1998-06-03 大连理工大学 Quick catalytic dechlorination of poly-chloro-organocompound in water using zero-valence Fe and Pd catalyst
CN1569656A (en) * 2004-05-13 2005-01-26 上海大学 Process for preparing porous catalytic filling for internal electrolysis
CN2913345Y (en) * 2006-03-06 2007-06-20 王健全 Vertical expanded bed micro-electrolytic catalytic oxidizing reactor
CN101704565A (en) * 2009-11-16 2010-05-12 同济大学 Preparation method of iron-carbon micro-electrolytic filler
CN102583658A (en) * 2012-01-09 2012-07-18 广州市金龙峰环保设备工程有限公司 Iron-carbon micro-electrolysis reaction system of multistage fluidized bed
CN102951708A (en) * 2012-09-24 2013-03-06 潍坊海洁环保设备有限公司 Multielement catalysis iron-carbon micro-electrolysis filler and preparation method thereof
CN103073093A (en) * 2013-01-24 2013-05-01 昆明理工大学 Multistage inclined-plate type electric filter bed and application thereof in purification of heavy metal wastewater
CN103145223A (en) * 2013-04-13 2013-06-12 北京首钢国际工程技术有限公司 Electrochemical reactor
CN203540127U (en) * 2013-10-31 2014-04-16 罗江晨明生物制品有限公司 Amino acid activated carbon adsorption column
CN203728620U (en) * 2014-01-17 2014-07-23 浙江东发环保工程有限公司 Pretreatment system for wastewater with high chroma and high organic substance content
CN104003482A (en) * 2014-05-20 2014-08-27 苏州市众和固体废物回收处理有限公司 Micro electrolytic reaction tank
CN204162481U (en) * 2014-09-03 2015-02-18 广州绿日环保科技有限公司 Organic waste water filtering type microelectrolysis processing device

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1183316A (en) * 1996-11-22 1998-06-03 大连理工大学 Quick catalytic dechlorination of poly-chloro-organocompound in water using zero-valence Fe and Pd catalyst
CN1569656A (en) * 2004-05-13 2005-01-26 上海大学 Process for preparing porous catalytic filling for internal electrolysis
CN2913345Y (en) * 2006-03-06 2007-06-20 王健全 Vertical expanded bed micro-electrolytic catalytic oxidizing reactor
CN101704565A (en) * 2009-11-16 2010-05-12 同济大学 Preparation method of iron-carbon micro-electrolytic filler
CN102583658A (en) * 2012-01-09 2012-07-18 广州市金龙峰环保设备工程有限公司 Iron-carbon micro-electrolysis reaction system of multistage fluidized bed
CN102951708A (en) * 2012-09-24 2013-03-06 潍坊海洁环保设备有限公司 Multielement catalysis iron-carbon micro-electrolysis filler and preparation method thereof
CN103073093A (en) * 2013-01-24 2013-05-01 昆明理工大学 Multistage inclined-plate type electric filter bed and application thereof in purification of heavy metal wastewater
CN103145223A (en) * 2013-04-13 2013-06-12 北京首钢国际工程技术有限公司 Electrochemical reactor
CN203540127U (en) * 2013-10-31 2014-04-16 罗江晨明生物制品有限公司 Amino acid activated carbon adsorption column
CN203728620U (en) * 2014-01-17 2014-07-23 浙江东发环保工程有限公司 Pretreatment system for wastewater with high chroma and high organic substance content
CN104003482A (en) * 2014-05-20 2014-08-27 苏州市众和固体废物回收处理有限公司 Micro electrolytic reaction tank
CN204162481U (en) * 2014-09-03 2015-02-18 广州绿日环保科技有限公司 Organic waste water filtering type microelectrolysis processing device

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