CN106242171A - Treatment method of printing and dying wastewater - Google Patents
Treatment method of printing and dying wastewater Download PDFInfo
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- CN106242171A CN106242171A CN201610714715.2A CN201610714715A CN106242171A CN 106242171 A CN106242171 A CN 106242171A CN 201610714715 A CN201610714715 A CN 201610714715A CN 106242171 A CN106242171 A CN 106242171A
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/50—Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
- C02F1/5245—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents using basic salts, e.g. of aluminium and iron
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/76—Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens
- C02F1/763—Devices for the addition of such compounds in gaseous form
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/30—Nature of the water, waste water, sewage or sludge to be treated from the textile industry
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/04—Flow arrangements
- C02F2301/046—Recirculation with an external loop
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/14—Maintenance of water treatment installations
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
- C02F3/302—Nitrification and denitrification treatment
- C02F3/305—Nitrification and denitrification treatment characterised by the denitrification
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- Organic Chemistry (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The invention provides a kind for the treatment of method of printing and dying wastewater, belong to technical field of waste water purification.It solve flocculation basin in prior art and there is the flocculation halfway problem of discharge.The purpose of the present invention can be realized by following technical proposal: treatment method of printing and dying wastewater, and this processing method comprises the following steps: a, flocculation；Dyeing waste water is put in flocculation basin and flocculates；B, anaerobic treatment；Water after flocculation carries out anaerobic treatment by anaerobic hydrolysis-acidification device；C, microbial treatments, the water after anaerobic treatment processes is entered microbiological oxidation pond, is processed by microorganism；D, denitrification denitrogenation process；Water after microbiological oxidation pond processes goes out to enter in the processing means of denitrification denitrogenation and processes；E, advanced treating；Water after the processing means of denitrification denitrogenation processes carries out advanced treating by advanced treatment apparatus, completes the process of dyeing waste water.The present invention has flocculation basin and there is flocculation and discharge advantage thoroughly.
Description
Technical field
The invention belongs to technical field of waste water purification, relate to a kind for the treatment of method of printing and dying wastewater.
Background technology
Textile industry is the pillar industry that China is traditional, including weaving, printing and dyeing, chemical fibre, clothing and textile special equipment system
5 parts such as make.Along with the fast development of national economy, the dyeing industry of China is also into high-speed development period, equipment and technology
Level is obviously improved, and production technology and equipment are constantly updated and regenerated, and the development of printing and dyeing enterprise the most private printing and dyeing enterprise is the most fast
Speed.But, there are certain gap in China's textile printing and dyeing industry technology, facilities and administration level and developed country, the energy of unit product
Consumption, water consumption is relatively big, and such as 1 ton of fabric of China's dyeing and finishing about water consumption 250 tons, and Germany's cotton is spinning is about 100 tons.
Textile industry year displacement about 2,300,000,000 tons, belong to industrial water drainage the 5th, the most mainly dyeing and finishing wastewater, particularly return
By rate less than 10%, for minimum in all industries of national economy, therefore independent research energy-saving and emission-reduction, resource reclaim, waste water advanced
Process and reuse is the most urgent task.From the point of view of enterprise self, dual due to environmental carrying capacity and industrial water
Restrictive function (directly translates into and increases substantially enterprise's water supply, draining quantitative limitation and water supply, charges for disposing pollutants), useless to producing
The advanced treating of water and reuse also have become as enterprise and continue the unique channel of development.Along with developing rapidly of dye industry, combustion
The kind of material and the increase day by day of quantity, the appearance of a large amount of fiber products, adopting of new chemical sizwe, dye material and finishing agent
With, greatly changing the character of dyeing waste water, add its intractability, its COD concentration is also by original hundreds of mg/L
It is raised to 2000～3000mg/L, so that original biological treatment device COD clearance drops to about 50% from 70%, even
Lower.
Commonly used materialization+the biochemical processing process of process of China's dyeing waste water.If it is more multiple that this technique processes water water quality
Miscellaneous, then the COD in water outlet, colourity and salinity are the highest, are directly discharged into water body and can bring potential hazard to environment, also cannot meet
The regeneration requirement of dyeing and printing process.In recent years, increasing producer starts with various types of reverse osmosis membrane processing dress
Put process and the degree of depth reuse carrying out dyeing waste water, except colourity, effectively reduce COD in terms of effect the most satisfied.But reverse osmosis
The investment of permeable membrane processing means is big, and operation cost is higher, and to process in terms of 1 ton of waste water, operation cost needs 5～6 yuan.Existing technology prints
Dye Sewage advanced treatment effect is undesirable, and reverse osmosis membrane processing investment is big, the deficiency that operation cost is high.
Summary of the invention
It is an object of the invention to there are the problems referred to above for existing technology, it is proposed that a treatment method of printing and dying wastewater, should
Processing method has the more preferable feature for the treatment of effect.
The purpose of the present invention can be realized by following technical proposal: treatment method of printing and dying wastewater, and this processing method includes
Following steps: a, flocculation；Dyeing waste water is put in flocculation basin and flocculates；Flocculation basin includes sedimentation tank, described sedimentation tank
A side roof part water inlet pipe is set, opposite side top arranges outlet pipe, is provided with depositor, in described sedimentation tank in described sedimentation tank
Vertically being provided with into water dividing plate, the lower side of described water inlet dividing plate is connected by support beam is fixing with the pool wall of described sedimentation tank, institute
Stating that two vertical sides into water dividing plate are fixing with the pool wall of described sedimentation tank respectively to be connected, described water inlet pipe and outlet pipe are distinguished
Connect with the inner chamber of the described sedimentation tank of described water inlet dividing plate both sides, described depositor be positioned at described water inlet dividing plate and outlet pipe it
Between described support beam on, described depositor is positioned at below the mouth of pipe of described outlet pipe；The bottom of described sedimentation tank arranges funnel
Bottom land, at the bottom of described funnel trough in flocculation screen component is set, described flocculation screen component include in be inverted umbrella rack, described rack
Including mobile jib, the top of described mobile jib arranges upper strata umbrella frame and lower floor's umbrella frame, and the periphery of described lower floor umbrella frame is covered with
Waterproof cloth, the centrally disposed scupper of described waterproof cloth, the periphery of described upper strata umbrella frame is covered with screen cloth, on described screen cloth all
The some meshes of even distribution, the periphery of described mobile jib is fixed by socket sleeve pipe, stays and set gap between described mobile jib and fixed sleeving, described
Bottom at the bottom of funnel trough arranges blow-off pipe, and described fixed sleeving is fixed in described blow-off pipe, and described mobile jib from top to bottom interts
Entering in described blow-off pipe, the bottom of described mobile jib connects driving oil cylinder；
B, anaerobic treatment；Water after flocculation carries out anaerobic treatment by anaerobic hydrolysis-acidification device；C, microbial treatments, detest
Water after oxygen process processes enters microbiological oxidation pond, is processed by microorganism；D, denitrification denitrogenation process；Through micro-life
Water after thing oxidation pond processes goes out to enter in the processing means of denitrification denitrogenation and processes；E, advanced treating；Denitrification denitrogenation
Processing means process after water carry out advanced treating by advanced treatment apparatus, complete the process of dyeing waste water.
The processing means of described denitrification denitrogenation includes denitrification denitrogenation pond, is separated into anti-in described denitrification denitrogenation pond
Ying Chi and sedimentation tank, arrange setting dividing plate between described reaction tank and sedimentation tank, the top of described setting dividing plate arranges circulation and lacks
Mouthful, the bottom of described reaction tank arranges feed tube, and the top of described sedimentation tank arranges drain pipe；Arrange some in described reaction tank
The Sptting plate of arrangement, the both sides of described Sptting plate arrange filter cloth net, place corn cob filler described in two-layer between filter cloth net, some
Jointed shaft is run through at the middle part of described Sptting plate, and push-pull bar is run through on the top of some described Sptting plates, and described upper push-pull bar is by upper
Hydraulic oil cylinder driving connects, and lower push-pull bar is run through in the bottom of some described Sptting plates, and described lower push-pull bar is connected by lower hydraulic oil cylinder driving；Institute
Arranging multi-stage stairs in stating sedimentation tank from low to high, described multi-stage stairs has the step surface of web sandwich, described web sandwich
Interior placement corn cob filler, the bottom of described sedimentation tank arranges scum pipe, described scum pipe arranges slag-discharging valve.
First waste water is flowed into the bottom of reaction tank, after injecting a certain amount of waste water in reaction tank, in startup by feed tube
Oil cylinder and lower oil cylinder, so that rows of some Sptting plates swing around jointed shaft, stir in pond with the swing by Sptting plate
Waste water so that it increases turbulivity repeatedly through Sptting plate, and then increase purification reaction times, improve and purify reaction efficiency；When
When reaction tank progressively fills, the water through repeatedly reaction treatment is gradually overflowed in sedimentation tank by the breach that circulates, and then in precipitation
Pond is steadily precipitated, simultaneously when its water level progressively goes up step by step by multi-stage stairs, again carries out double purification reaction, until
Flowed out by the drain pipe being positioned at top；Periodically can opening slag-discharging valve, being spaced so that being deposited in the mud bottom sedimentation tank
Discharge, it is to avoid transition is piled up.
The step surface of described multi-stage stairs tilts from bottom to top, and the scope at its angle of inclination is 5 °～15 °.Step surface is set
Being set to the state of the most upwards low dip, after guiding current precipitation silt, limpid water layer the most upwards oozes out.
The top of described setting dividing plate arranges lifting dam, and the side of described lifting dam arranges rule.By to lifting dam
Regulation and control, can according to rule control circulation breach size, in order to control reaction tank enter sedimentation tank flow.
The bottom of described sedimentation tank arranges the mud guiding slot with angle of inclination, and described scum pipe is connected to the end of mud guiding slot
End.Utilize the angle of inclination of mud guiding slot, so that the mud at the bottom of pond is under gravity, progressively flows into scum pipe and discharge.
Liquid inlet control valve is set on described feed tube, described drain pipe arranges out hydraulic control valve.
Described advanced treatment apparatus includes priming reservoir, thin barrier, Aeration tank, and described Aeration tank branches out two outlets；Two
Bar outlet is respectively the first branch road and the second branch road, and described first branch road is sequentially connected with second pond, safe pool and biomembrane detection
Pond, arranges multi-layer biological film in described biomembrane detection cell, arrange the first sensing probe in described multi-layer biological film, and described first
Sensing probe passes through electric wire linking parsing controller, and described biomembrane detection cell connects the first outlet pipe and the first return pipe, institute
State the first return pipe and connect the water inlet of above-mentioned fine fack；Described second branch road is sequentially connected with intermediate pool, pipe-line mixer, mixing
Pond, flocculation tank, tube settler, filtering ponds, backwashing system, sterilizing equipment decontaminating apparatus and algae detection cell, described algae detects
Cultivating in pond and have algae, also set up the second sensing probe in described algae detection cell, described second sensing probe is by electric wire even
Connecing above-mentioned analyzer-controller, described algae detection cell connects the second outlet pipe and the second return pipe, and described second return pipe connects
The water inlet of above-mentioned intermediate pool.
Dyeing waste water first introducing priming reservoir, then intercepts fiber and big suspension gravel through thin barrier, Aeration tank and two sinks
Pond is the main body of raw wastewater processing system biological processing unit, first allows waste water enter Aeration tank and uses Aerobic biological process, then enters
Enter second pond mud separate, clarification, after enter biomembrane detection cell through safe pool and detect, will by the first sensing probe
Detection data send to be studied to analyzer-controller, if detection data qualifier, water body is discharged by the first outlet pipe, if inspection
Survey defect of data then water body and be recycled into purified treatment again by the first return pipe.Aeration tank exist substantial amounts of cotton fine
Dimension causes the sedimentation velocity of second pond slack-off, have impact on water treatment effect, thus the waste water that part is processed through Aeration tank
Cause integrated processing system, the waste water recycling after process.Waste water first passes through pipe-line mixer mixing, will flocculation by dosing pump
Agent PAC, PAM join in pipe-line mixer, prepare for flocculation reaction.Flocculant PAC, PAM are added to treat through pipe-line mixer
Entering mixing pit after the waste water processed, the agitator stirring driven through variable speed electric motors, particularly makes them be fully contacted.Divide again from Aeration tank
In water out introduce tube settler, carry out advanced treating.When inclined tube district local hydraulic skewness, make current at certain
At a little inclined tubes, flow velocity is too high, thus there will be the phenomenon that alumen ustum rises, so that occurring that outlet effect ratio does not has inclined tube the poorest.
To this end, the water distribution of tube settler uses anisotropic flow to arrange, water distribution is made to be more uniformly distributed.The waste water that then advanced treating is crossed introduced
Filter, utilizes micro-coagulation and filtration principle to catch colloidal substance remaining in waste water, adsorbs, filtration treatment, permissible
Reduce the content of Organic Pollutants in Wastewater further, the most effective to the turbidity of waste water and the reduction of colourity, it is possible to make suspension
Thing is reduced to extremely low level, improves the clarity of water outlet.Enter back into backwashing system, in order to remove the dirt trapped in filtrate
Thing, makes filtering ponds restore one's working ability.Then enter sterilizing equipment decontaminating apparatus to the water disinfection after filtering.Finally enter algae
Detection cell detects, and the transmission of detection data is studied to analyzer-controller by the second sensing probe, if detection data
Qualified then water body is discharged by the second outlet pipe, if detection defect of data, water body is recycled into again by the second return pipe
Purified treatment.
Described multi-layer biological film includes filter material layer, anaerobic layer and aerobic layer the most successively, the upper table of described aerobic layer
Face forms attachment liquid layer, and the upper surface of described attachment liquid layer forms flowing liquid layer, described anaerobic layer and aerobic layer and flows along liquid
Direction is stepped up.
First flowing water Valve is set on described first outlet pipe, described first return pipe arranges the first backwater valve, institute
State the first flowing water Valve and the first backwater valve all connects above-mentioned analyzer-controller by electric wire.
Culture medium is laid in the bottom of described algae detection cell, and the end face of described culture medium arranges cover layer, described cultivation
The thickness of base is 30cm～60cm；Described cover layer has some ceramic particles, a diameter of 10mm of described ceramic particle～
30mm, has some holes inside described ceramic particle, the thickness of described cover layer is 6cm～15cm.
Second flowing water Valve is set on described second outlet pipe, described second return pipe arranges the second backwater valve, institute
State the second flowing water Valve and the second backwater valve all connects above-mentioned analyzer-controller by electric wire.
Described sterilizing equipment decontaminating apparatus utilizes chlorine dioxide generator to produce chlorine dioxide to the water sterilization after processing.
The principle of flocculation basin is such that driving oil cylinder pushing mobile jib to rise so that mobile jib drive upper strata umbrella frame and under
Layer umbrella frame is in open configuration, and now the outer surface of waterproof cloth fits with the inwall at the bottom of funnel trough, and screen cloth is in and opens
State, mesh thereon all opens, and thus waste water carries out flocculating and precipitation process in sedimentation tank, flocculate gradually sink so that
Fall between waterproof cloth and screen cloth；Collecting through flocculation after a while, make the drop-down mobile jib of driving oil cylinder, mobile jib drives upper strata umbrella
Skeleton and lower floor's umbrella frame draw in simultaneously, and thus waterproof cloth and screen cloth merge uncovered, and mesh is gradually reduced Guan Bi in gathering, with
Its interior flocculate is avoided to shed, the most under gravity, the scupper by waterproof cloth of the flocculate in flocculation screen component
Enter blow-off pipe to discharge.
Described upper strata umbrella frame includes some poles, and the bottom of described pole is all hinged on the top of described mobile jib,
The top of described pole arranges attachment cap, and the edge of described screen cloth arranges junction button, described attachment cap and junction button one a pair
Snapping should be formed.
Described lower floor umbrella frame includes some poles, and the bottom of described pole is all hinged under the top of described mobile jib
Side, the top of described pole arranges attachment cap, and the edge of described waterproof cloth arranges junction button, described attachment cap and junction button one
One is correspondingly formed snapping.
Described depositor is tube settler, described depositor include about two just to arrange support grid, two
Being provided with inclined tube filler between described support grid, the inclined tube of this inclined tube filler and the angle of horizontal direction are 60 °, prop up described in two
Connected by rustless steel stretching screw between support grid.
The inner surface of described sedimentation tank is provided with corrosion layer, and described water inlet pipe and outlet pipe are corrosion-resistant pipe, described blowdown
Pipe is corrosion-resistant pipe.
Compared with prior art, this treatment method of printing and dying wastewater has the advantage that
1, flocculation basin is by setting up flocculation screen component, in making flocculate be deposited under static open configuration, and leads to
Cross dictyosome to be captured, and the structure of flocculation screen component can effectively prevent flocculate from again spreading, further under rounding state
By periodically drawing in so that high-efficient dirt exhausting, it is to avoid the flocculate of precipitation floats and causes secondary pollution.
2, the processing means of denitrification denitrogenation is divided into two kinds of denitrification denitrogenation states, and one for carrying out in stirring at advection, and two
For carrying out in overflowing precipitation, to optimize denitrification denitrogenation effect, it is achieved high-quality purified treatment.
3, advanced treatment apparatus is by setting up ecological detection cell body, according to the water body requirement after different disposal, profit further
With biology, water body body constitution is sensed to react the purified treatment degree of water body, if degree of purification conformance with standard just derives utilization,
If not meeting just backflow to carry out double purification program, being achieved in repeatedly circular treatment and reaching to purify requirement.
Accompanying drawing explanation
Fig. 1 is the structural representation of flocculation basin of the present invention.
Fig. 2 is the structural representation of the processing means of denitrification denitrogenation of the present invention.
Fig. 3 is the layout structure schematic diagram of advanced treatment apparatus of the present invention.
In figure, 1, sedimentation tank；2, water inlet pipe；3, outlet pipe；4, water inlet dividing plate；5, support beam；6, grid is supported；7, inclined tube
Filler；8, mobile jib；9, upper strata umbrella frame；10, lower floor's umbrella frame；11, screen cloth；12, fixed sleeving；13, oil cylinder is driven；14, anti-
Nitrification denitrification tank；15, dividing plate is erect；16, feed tube；17, drain pipe；18, Sptting plate；19, jointed shaft；20, upper cylinder；21、
Upper push-pull bar；22, lower oil cylinder；23, lower push-pull bar；24, multi-stage stairs；25, scum pipe；26, priming reservoir；27, thin barrier；28、
Aeration tank；29, second pond；30, safe pool；31, biomembrane detection cell；32, intermediate pool；33, pipe-line mixer；34, mixing pit；
35, flocculation tank；36, tube settler；37, filtering ponds；38, backwashing system；39, sterilizing equipment decontaminating apparatus；40, algae detection
Pond.
Detailed description of the invention
The following is the specific embodiment of the present invention and combine accompanying drawing, technical scheme is further described,
But the present invention is not limited to these embodiments.
Treatment method of printing and dying wastewater, this processing method comprises the following steps:
A, flocculation；Dyeing waste water is put in flocculation basin and flocculates；
B, anaerobic treatment；Water after flocculation carries out anaerobic treatment by anaerobic hydrolysis-acidification device；
C, microbial treatments, the water after anaerobic treatment processes is entered microbiological oxidation pond, is processed by microorganism；
D, denitrification denitrogenation process；Water after microbiological oxidation pond processes goes out to enter the processing means of denitrification denitrogenation
In process；
E, advanced treating；Water after the processing means of denitrification denitrogenation processes carries out depth by advanced treatment apparatus
Reason, completes the process of dyeing waste water.
As it is shown in figure 1, the flocculation basin in step a, including sedimentation tank 1, a side roof part of sedimentation tank 1 arranges water inlet pipe 2, separately
One side roof part arranges outlet pipe 3, is provided with depositor in sedimentation tank 1, is vertically provided with into water dividing plate 4 in sedimentation tank 1, dividing plate 4 of intaking
Lower side be connected by the pool wall of support beam 5 and sedimentation tank 1 is fixing, two vertical sides of dividing plate 4 of intaking respectively with precipitation
The pool wall in pond 1 is fixed connection, water inlet pipe 2 and outlet pipe 3 inner chamber respectively with the sedimentation tank 1 of water inlet dividing plate 4 both sides and is connected, precipitation
In device support beam 5 between water inlet dividing plate 4 and outlet pipe 3, depositor is positioned at below the mouth of pipe of outlet pipe 3；Sedimentation tank 1
Bottom arranges at the bottom of funnel trough, at the bottom of funnel trough in flocculation screen component is set, flocculation screen component includes in the rack being inverted umbrella, rack
Including mobile jib 8, the top of mobile jib 8 arranges upper strata umbrella frame 9 and lower floor's umbrella frame 10, and the periphery of lower floor's umbrella frame 10 is covered with anti-
Water cloth, the centrally disposed scupper of waterproof cloth, the periphery of upper strata umbrella frame 9 is covered with screen cloth 11, if being uniformly distributed on screen cloth 11
Dry mesh, the periphery of mobile jib 8 is fixed by socket sleeve pipe 12, stays and set gap between mobile jib 8 and fixed sleeving 12, the bottom at the bottom of funnel trough
Arranging blow-off pipe, fixed sleeving 12 is fixed in blow-off pipe, and mobile jib 8 from top to bottom interts in blow-off pipe, and the bottom of mobile jib 8 is even
Connect driving oil cylinder 13.
Flocculation basin, when the duty of flocculation sediment, drives oil cylinder 13 to promote mobile jib 8 to rise, so that mobile jib 8 drives
Layer umbrella frame 9 and lower floor's umbrella frame 10 are in open configuration, and now the outer surface of waterproof cloth is affixed with the inwall at the bottom of funnel trough
Closing, screen cloth 11 is in open configuration, and mesh thereon all opens, and thus waste water carries out flocculating and precipitation process in sedimentation tank 1,
Flocculate gradually sinks so that falling between waterproof cloth and screen cloth 11；Collect through flocculation after a while, make driving oil cylinder 13
Drop-down mobile jib 8, mobile jib 8 drives upper strata umbrella frame 9 and lower floor's umbrella frame 10 to draw in simultaneously, and thus waterproof cloth and screen cloth 11 merge spacious
Mouthful, mesh is gradually reduced Guan Bi in gathering, to avoid its interior flocculate to shed, the most under gravity, and net group of flocculating
Flocculate in part enters blow-off pipe to discharge by the scupper of waterproof cloth.
Upper strata umbrella frame 9 includes some poles, and the bottom of pole is all hinged on the top of mobile jib 8, the top of pole
Arranging attachment cap, the edge of screen cloth 11 arranges junction button, and attachment cap forms snapping with junction button one_to_one corresponding.
Lower floor's umbrella frame 10 includes some poles, and the bottom of pole is all hinged on below the top of mobile jib 8, the top of pole
End arranges attachment cap, and the edge of waterproof cloth arranges junction button, and attachment cap forms snapping with junction button one_to_one corresponding.
Depositor is tube settler, and depositor includes about two just to the support grid 6 arranged, two support grid
Being provided with inclined tube filler 7 between 6, the inclined tube of this inclined tube filler 7 and the angle of horizontal direction are 60 °, and two support between grid 6 logical
Cross rustless steel stretching screw to connect.
The inner surface of sedimentation tank 1 is provided with corrosion layer, and water inlet pipe 2 and outlet pipe 3 are corrosion-resistant pipe, and blow-off pipe is corrosion-resistant
Pipe.
Flocculation basin, by setting up flocculation screen component, in making flocculate be deposited under static open configuration, and passes through
Dictyosome is captured, and the structure of flocculation screen component can effectively prevent flocculate from again spreading under rounding state, leads to further
Cross and periodically draw in so that high-efficient dirt exhausting, it is to avoid the flocculate of precipitation floats and causes secondary pollution.
As in figure 2 it is shown, the processing means of the denitrification denitrogenation in step d, including denitrification denitrogenation pond 14, denitrification denitrogenation
It is separated into reaction tank and sedimentation tank 1 in pond 14, setting dividing plate 15 is set between reaction tank and sedimentation tank 1, erects the top of dividing plate 15
Portion arranges circulation breach, and the bottom of reaction tank arranges feed tube 16, and the top of sedimentation tank 1 arranges drain pipe 17；Set in reaction tank
Putting the Sptting plate 18 of some arrangements, the both sides of Sptting plate 18 arrange filter cloth net, place corn cob filler between two-layer filter cloth net, if
Jointed shaft 19 is run through at the middle part of dry reaction plate 18, and push-pull bar 21 is run through on the top of some Sptting plates 18, and upper push-pull bar 21 is by upper
Oil cylinder 20 drive connection, the bottom of some Sptting plates 18 runs through lower push-pull bar 23, and lower push-pull bar 23 is by lower oil cylinder 22 drive connection；
Arranging multi-stage stairs 24 in sedimentation tank 1 from low to high, multi-stage stairs 24 has the step surface of web sandwich, places in web sandwich
Corn cob filler, the bottom of sedimentation tank 1 arranges scum pipe 25, scum pipe 25 arranges slag-discharging valve.
The operation of the processing means of denitrification denitrogenation is, first waste water is flowed into the bottom of reaction tank by feed tube 16,
After reaction tank injects a certain amount of waste water, start upper cylinder 20 and lower oil cylinder 22 so that rows of some Sptting plates 18 around
Jointed shaft 19 swings, and stirs the waste water in pond with the swing by Sptting plate 18 so that it increases turbulivity repeatedly through anti-
Answer plate 18, and then increase purification reaction times, improve and purify reaction efficiency；When reaction tank progressively fills, through many secondary responses
The water processed gradually is overflowed in sedimentation tank 1 by the breach that circulates, and then steadily precipitates in sedimentation tank 1, simultaneously its water level by
Step by step by multi-stage stairs 24 when step goes up, again carry out double purification reaction, until being flowed out by the drain pipe 17 being positioned at top；
Periodically can open slag-discharging valve, so that being deposited in the mud bottom sedimentation tank 1 to carry out interval discharge, it is to avoid transition is piled up.
The step surface of multi-stage stairs 24 tilts from bottom to top, and the scope at its angle of inclination is 5 °～15 °.Step surface is arranged
Becoming the state of the most upwards low dip, after guiding current precipitation silt, limpid water layer the most upwards oozes out.
The top erectting dividing plate 15 arranges lifting dam, and the side of lifting dam arranges rule.By the regulation and control to lifting dam,
The size of circulation breach can be controlled, in order to control reaction tank and enter the flow of sedimentation tank 1 according to rule.
The bottom of sedimentation tank 1 arranges the mud guiding slot with angle of inclination, and scum pipe 25 is connected to the end of mud guiding slot.Utilize
The angle of inclination of mud guiding slot, so that the mud at the bottom of pond is under gravity, progressively flows into scum pipe 25 and discharges.
Liquid inlet control valve is set on feed tube 16, drain pipe 17 arranges out hydraulic control valve.
The processing means of denitrification denitrogenation is divided into two kinds of denitrification denitrogenation states, and one for carrying out in stirring at advection, and two are
Overflowing precipitation is carried out, to optimize denitrification denitrogenation effect, it is achieved high-quality purified treatment.
As it is shown on figure 3, the advanced treatment apparatus in step e, including priming reservoir 26, thin barrier 27, Aeration tank 28, Aeration tank
28 branch out two outlets；Article two, outlet is respectively the first branch road and the second branch road, and the first branch road is sequentially connected with second pond 29, peace
Full pond 30 and biomembrane detection cell 31, arrange multi-layer biological film, arrange the first sense in multi-layer biological film in biomembrane detection cell 31
Probing head, the first sensing probe passes through electric wire linking parsing controller, and biomembrane detection cell 31 connects the first outlet pipe 3 and first
Return pipe, the first return pipe connects the water inlet of fine fack；Second branch road is sequentially connected with intermediate pool 32, pipe-line mixer 33, mixes
Close pond 34, flocculation tank 35, tube settler 36, filtering ponds 37, backwashing system 38, sterilizing equipment decontaminating apparatus 39 and algae detection cell
40, to cultivate in algae detection cell 40 and have algae, in algae detection cell 40, also set up the second sensing probe, the second sensing probe passes through
Electric wire linking parsing controller, algae detection cell 40 connects the second outlet pipe 3 and the second return pipe, and the second return pipe connects middle
The water inlet in pond 32.
Advanced treatment apparatus, first introduces dyeing waste water priming reservoir 26, then intercepts fiber and big suspension through thin barrier 27
Gravel, Aeration tank 28 and second pond 29 are the main bodys of raw wastewater processing system biological processing unit, first allow waste water enter Aeration tank
28 use Aerobic biological process, enter back into second pond 29 mud separate, clarification, after enter biomembrane detection cell through safe pool 30
31 detect, and the transmission of detection data are studied to analyzer-controller by the first sensing probe, if detection data qualifier
Then water body is discharged by the first outlet pipe 3, if detection defect of data, water body is recycled into the cleanest by the first return pipe
Change processes.There is substantial amounts of cotton fiber in Aeration tank 28 causes the sedimentation velocity of second pond 29 slack-off, have impact on waste water and processes
Effect, thus part is caused integrated processing system through the waste water that Aeration tank 28 processes, the waste water recycling after process.Waste water
First pass through pipe-line mixer 33 to mix, by dosing pump, flocculant PAC, PAM are joined in pipe-line mixer 33, anti-for flocculation
Should prepare.Flocculant PAC, PAM enter mixing pit 34 after pipe-line mixer 33 is added to pending waste water, through variable speed electric motors, particularly
The agitator stirring driven makes them be fully contacted.Divide water introducing tube settler 36 out from Aeration tank 28 again, carry out
Advanced treating.When inclined tube district local hydraulic skewness, make current flow velocity at some inclined tube too high, thus there will be
The phenomenon that alumen ustum rises, so that occurring that outlet effect ratio does not has inclined tube the poorest.To this end, the water distribution of tube settler 36 uses different
To flow arrangement, water distribution is made to be more uniformly distributed.The waste water that then advanced treating is crossed introduces filtering ponds 37 and filters, and utilizes micro-coagulation and filtration former
Colloidal substance remaining in waste water is caught, adsorbs by reason, filtration treatment, can reduce Organic Pollutants in Wastewater further
Content, the most effective to the turbidity of waste water and the reduction of colourity, it is possible to make float be reduced to extremely low level, improve water outlet
Clarity.Enter back into backwashing system 38, in order to remove the dirt trapped in filtrate, make filtering ponds 37 resume work energy
Power.Then enter sterilizing equipment decontaminating apparatus 39 to the water disinfection after filtering.Finally enter algae detection cell 40 to detect, logical
Crossing the second sensing probe the transmission of detection data to be studied to analyzer-controller, if detection data qualifier, water body passes through second
Outlet pipe 3 is discharged, if detection defect of data, water body is recycled into purified treatment again by the second return pipe.
Multi-layer biological film includes filter material layer, anaerobic layer and aerobic layer the most successively, and the upper surface of aerobic layer is formed attached
Liquid layer, the upper surface of attachment liquid layer forms flowing liquid layer, and anaerobic layer and aerobic layer are stepped up along liquid flow direction.
First flowing water Valve is set on the first outlet pipe 3, the first return pipe arranges the first backwater valve, the first outlet valve
Door and the first backwater valve are all by electric wire linking parsing controller.
Culture medium is laid in the bottom of algae detection cell 40, and the end face of culture medium arranges cover layer, and the thickness of culture medium is
30cm～60cm；Cover layer has some ceramic particles, a diameter of 10mm～30mm of ceramic particle, has inside ceramic particle
Some holes, the thickness of cover layer is 6cm～15cm.
Second flowing water Valve is set on the second outlet pipe 3, the second return pipe arranges the second backwater valve, the second outlet valve
Door and the second backwater valve are all by electric wire linking parsing controller.
Sterilizing equipment decontaminating apparatus 39 utilizes chlorine dioxide generator to produce chlorine dioxide to the water sterilization after processing.
Advanced treatment apparatus is by setting up ecological detection cell body, according to the water body requirement after different disposal, further with
Water body body constitution is sensed to react the purified treatment degree of water body by biology, if degree of purification conformance with standard just derives utilization, if
Do not meet just backflow and carry out double purification program, be achieved in repeatedly circular treatment and reach to purify requirement.
Specific embodiment described herein is only to present invention spirit explanation for example.Technology neck belonging to the present invention
Described specific embodiment can be made various amendment or supplements or use similar mode to replace by the technical staff in territory
Generation, but without departing from the spirit of the present invention or surmount scope defined in appended claims.
Although the most more employing sedimentation tank 1；Water inlet pipe 2；Outlet pipe 3；Water inlet dividing plate 4；Support beam 5；Support lattice
Net 6；Inclined tube filler 7；Mobile jib 8；Upper strata umbrella frame 9；Lower floor's umbrella frame 10；Screen cloth 11；Fixed sleeving 12；Drive oil cylinder 13；Instead
Nitrification denitrification tank 14；Erect dividing plate 15；Feed tube 16；Drain pipe 17；Sptting plate 18；Jointed shaft 19；Upper cylinder 20；Upper push-pull bar
21；Lower oil cylinder 22；Lower push-pull bar 23；Multi-stage stairs 24；Scum pipe 25；Priming reservoir 26；Thin barrier 27；Aeration tank 28；Second pond
29；Safe pool 30；Biomembrane detection cell 31；Intermediate pool 32；Pipe-line mixer 33；Mixing pit 34；Flocculation tank 35；Inclined tube sinks
Pond, shallow lake 36；Filtering ponds 37；Backwashing system 38；Sterilizing equipment decontaminating apparatus 39；Algae detection cell 40 term such as grade, but be not precluded from using other
The probability of term.Use these terms to be only used to more easily to describe and explain the essence of the present invention；They are explained
The restriction becoming any one additional is all contrary with spirit of the present invention.
Claims (10)
1. treatment method of printing and dying wastewater, this processing method comprises the following steps:
A, flocculation；Dyeing waste water is put in flocculation basin and flocculates；Flocculation basin includes sedimentation tank, the side of described sedimentation tank
Top arranges water inlet pipe, and opposite side top arranges outlet pipe, is provided with depositor, vertically sets in described sedimentation tank in described sedimentation tank
Having into water dividing plate, the lower side of described water inlet dividing plate is connected by support beam is fixing with the pool wall of described sedimentation tank, described water inlet
Two vertical sides of dividing plate are fixing with the pool wall of described sedimentation tank respectively to be connected, and described water inlet pipe and outlet pipe are respectively with described
The inner chamber of the described sedimentation tank of water inlet dividing plate both sides is connected, described depositor institute between described water inlet dividing plate and outlet pipe
Stating in support beam, described depositor is positioned at below the mouth of pipe of described outlet pipe；The bottom of described sedimentation tank arranges at the bottom of funnel trough, institute
Arranging flocculation screen component in stating at the bottom of funnel trough, described flocculation screen component includes that, in the rack being inverted umbrella, described rack includes main
Bar, the top of described mobile jib arranges upper strata umbrella frame and lower floor's umbrella frame, and the periphery of described lower floor umbrella frame is covered with waterproof cloth,
The centrally disposed scupper of described waterproof cloth, the periphery of described upper strata umbrella frame is covered with screen cloth, described screen cloth is uniformly distributed
Some meshes, the periphery of described mobile jib is fixed by socket sleeve pipe, stays and set gap between described mobile jib and fixed sleeving, described funnel trough
The bottom at the end arranges blow-off pipe, and described fixed sleeving is fixed in described blow-off pipe, and described mobile jib from top to bottom interts into described
In blow-off pipe, the bottom of described mobile jib connects driving oil cylinder；
B, anaerobic treatment；Water after flocculation carries out anaerobic treatment by anaerobic hydrolysis-acidification device；C, microbial treatments, at anaerobism
Water after reason processes enters microbiological oxidation pond, is processed by microorganism；
D, denitrification denitrogenation process；Water after microbiological oxidation pond processes goes out to enter in the processing means of denitrification denitrogenation and
Row processes；E, advanced treating；Water after the processing means of denitrification denitrogenation processes carries out advanced treating by advanced treatment apparatus,
Complete the process of dyeing waste water.
Treatment method of printing and dying wastewater the most according to claim 1, it is characterised in that the process dress of described denitrification denitrogenation
Put and include denitrification denitrogenation pond, in described denitrification denitrogenation pond, be separated into reaction tank and sedimentation tank, described reaction tank and sedimentation tank
Between setting dividing plate is set, the top of described setting dividing plate arranges circulation breach, and the bottom of described reaction tank arranges feed tube, institute
The top stating sedimentation tank arranges drain pipe；Arranging the Sptting plate of some arrangements in described reaction tank, the both sides of described Sptting plate set
Putting filter cloth net, place corn cob filler described in two-layer between filter cloth net, jointed shaft is run through at the middle part of some described Sptting plates, some
Push-pull bar is run through on the top of described Sptting plate, and described upper push-pull bar is by upper cylinder drive connection, under some described Sptting plates
Lower push-pull bar is run through in portion, and described lower push-pull bar is connected by lower hydraulic oil cylinder driving；Multi-stage stairs is set in described sedimentation tank from low to high,
Described multi-stage stairs has the step surface of web sandwich, places at corn cob filler, the end of described sedimentation tank in described web sandwich
Portion arranges scum pipe, and described scum pipe arranges slag-discharging valve.
Treatment method of printing and dying wastewater the most according to claim 2, it is characterised in that the step surface of described multi-stage stairs by under
Being inclined upwardly, the scope at its angle of inclination is 5 °～15 °.
Treatment method of printing and dying wastewater the most according to claim 2, it is characterised in that the top of described setting dividing plate arranges liter
Fall dam, the side of described lifting dam arranges rule；The bottom of described sedimentation tank arranges the mud guiding slot with angle of inclination, described
Scum pipe is connected to the end of mud guiding slot；Liquid inlet control valve is set on described feed tube, described drain pipe arranges out hydraulic control system
Valve.
Treatment method of printing and dying wastewater the most according to claim 1, it is characterised in that described advanced treatment apparatus includes water suction
Pond, thin barrier, Aeration tank, described Aeration tank branches out two outlets；Article two, outlet is respectively the first branch road and the second branch road, institute
State the first branch road and be sequentially connected with second pond, safe pool and biomembrane detection cell, in described biomembrane detection cell, multi-layer biological is set
Film, arranges the first sensing probe in described multi-layer biological film, described first sensing probe passes through electric wire linking parsing controller, institute
Stating biomembrane detection cell and connect the first outlet pipe and the first return pipe, described first return pipe connects the water inlet of above-mentioned fine fack
Mouthful；Described second branch road be sequentially connected with intermediate pool, pipe-line mixer, mixing pit, flocculation tank, tube settler, filtering ponds,
Backwashing system, sterilizing equipment decontaminating apparatus and algae detection cell, cultivate in described algae detection cell and have algae, in described algae detection cell also
Arranging the second sensing probe, described second sensing probe connects above-mentioned analyzer-controller by electric wire, and described algae detection cell is even
Connecing the second outlet pipe and the second return pipe, described second return pipe connects the water inlet of above-mentioned intermediate pool.
Treatment method of printing and dying wastewater the most according to claim 5, it is characterised in that described multi-layer biological film depends on from the bottom to top
Secondary filter material layer, anaerobic layer and the aerobic layer of including, the upper surface of described aerobic layer forms attachment liquid layer, the upper table of described attachment liquid layer
Face forms flowing liquid layer, and described anaerobic layer and aerobic layer are stepped up along liquid flow direction；Arrange on described first outlet pipe
First flowing water Valve, described first return pipe arranges the first backwater valve, described first flowing water Valve and the first backwater valve
All connect above-mentioned analyzer-controller by electric wire.
Treatment method of printing and dying wastewater the most according to claim 5, it is characterised in that the bottom of described algae detection cell is laid
Culture medium, the end face of described culture medium arranges cover layer, and the thickness of described culture medium is 30cm～60cm；Described cover layer has
There are some ceramic particles, a diameter of 10mm～30mm of described ceramic particle, there is inside described ceramic particle some holes, institute
The thickness stating cover layer is 6cm～15cm；Second flowing water Valve is set on described second outlet pipe, described second return pipe sets
Putting the second backwater valve, described second flowing water Valve and the second backwater valve all connect above-mentioned analyzer-controller by electric wire；Institute
Stating sterilizing equipment decontaminating apparatus utilizes chlorine dioxide generator to produce chlorine dioxide to the water sterilization after processing.
Treatment method of printing and dying wastewater the most according to claim 1, it is characterised in that described upper strata umbrella frame includes some
Pole, the bottom of described pole is all hinged on the top of described mobile jib, and the top of described pole arranges attachment cap, described screen cloth
Edge junction button is set, described attachment cap forms snapping with junction button one_to_one corresponding；Described lower floor umbrella frame includes some
Root pole, the bottom of described pole is all hinged on below the top of described mobile jib, and the top of described pole arranges attachment cap, described
The edge of waterproof cloth arranges junction button, and described attachment cap forms snapping with junction button one_to_one corresponding.
Treatment method of printing and dying wastewater the most according to claim 1, it is characterised in that described depositor is tube settler,
Described depositor includes that about two are provided with inclined tube filler just to the support grid arranged between two described support grid, should
The inclined tube of inclined tube filler and the angle of horizontal direction are 60 °, between two described support grid by rustless steel stretching screw even
Connect.
Treatment method of printing and dying wastewater the most according to claim 1, it is characterised in that the inner surface of described sedimentation tank is provided with
Corrosion layer, described water inlet pipe and outlet pipe are corrosion-resistant pipe, and described blow-off pipe is corrosion-resistant pipe.
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|---|---|---|---|
| CN201610714715.2A CN106242171A (en) | 2016-08-23 | 2016-08-23 | Treatment method of printing and dying wastewater |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610714715.2A CN106242171A (en) | 2016-08-23 | 2016-08-23 | Treatment method of printing and dying wastewater |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107365014A (en) * | 2017-06-29 | 2017-11-21 | 芜湖富春染织股份有限公司 | A kind of method for reclaiming waste water of yarn dip-dye liquid |
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