CN205803170U - A kind of Waste Water Treatment in coal - Google Patents
A kind of Waste Water Treatment in coal Download PDFInfo
- Publication number
- CN205803170U CN205803170U CN201620534996.9U CN201620534996U CN205803170U CN 205803170 U CN205803170 U CN 205803170U CN 201620534996 U CN201620534996 U CN 201620534996U CN 205803170 U CN205803170 U CN 205803170U
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- coal
- purification device
- sewage purification
- water
- waste water
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Abstract
This utility model provides a kind of Waste Water Treatment in coal, including preliminary sedimentation tank, sewage purification device, intermediate water tank, fiber ball filter and reuse pool, described preliminary sedimentation tank includes precipitating phase and fillter section, arrange micropore ceramics filter block between described precipitating phase and fillter section to be interconnected, described fillter section is connected to sewage purification device by arranging coal water elevator pump, described sewage purification device is provided with flocculant chemicals dosing plant and flocculation aid chemicals dosing plant, the bottom of described sewage purification device is connected to preliminary sedimentation tank, described sewage purification device top is connected to intermediate water tank by pipeline, described intermediate water tank is connected to described fiber ball filter by arranging middle water pump, described fiber ball filter is connected to reuse pool by pipeline.This utility model aims to solve the problem that existing power plant processes containing coal waste water and has that concentration of suspension is big, colourity is high, the problem causing fouling and clogging.
Description
Technical field
This utility model relates to a kind of Waste Water Treatment in coal.
Background technology
Coal-burning power plant is during normal production run, for preventing coal handling system from producing airborne dust and keeping good work
Environment, in addition to taking dustproof facilities, timing that the position such as coal transporting trestle, transfer station is carried out water flushing, the draining shape after flushing
Become the waste water in coal.Conventional processes is will to carry out simple precipitation process containing in coal discharge of wastewater to defeated coal sedimentation tank, and water outlet is straight
Take back receipts reuse after coal handling system rinses supplementary water or is emitted into Industrial Wastewater Treatment station reprocessing.This kind of processing mode is only
Bigger pulverized coal particle and partial suspended thing can be removed, a large amount of float in waste water and colourity cannot be removed at all.Through this
In water outlet after PROCESS FOR TREATMENT, the content of float is still up to 300 800mg/L, and colourity the most significantly changes.If by this water outlet
The supplementary water that direct reuse rinses as coal handling system, due to it, not only colourity is high, sense organ is poor, and the high concentration pulverized coal in water
Float can make wash tub pipe and the shower nozzle fouling and clogging of coal handling system, thus it is properly functioning to affect defeated coal flushing water system.This
A little situations frequently result in power plant and give it up the waste water containing coal after processing in actual operation, and occur arranging phenomenon steathily, this
Not only cause unnecessary environmental pollution, and make power plant virtually add the consumption of fresh water resource, add electricity
The operating cost of factory.If this water outlet being entered Industrial Wastewater Treatment station reprocess, then because its concentration of suspension is relatively big, colourity
Higher, the load of industrial wastewater treatment device certainly will be increased, increase the operating cost at Industrial Wastewater Treatment station and process technique
Complexity, affects effluent quality simultaneously, has influence on the use to recycle-water of the next stage technique further.Therefore must be to this part
Water carries out rational individual processing, recycling.
Utility model content
Process containing coal waste water for existing power plant and have that concentration of suspension is big, colourity is high, the problem causing fouling and clogging, this
Utility model provides a kind of Waste Water Treatment in coal, by improving handling process, reaches to improve waste water treatment efficiency, effectively
Reduce containing pulverized coal particle, concentration of suspension and the purpose of coal colority of water in coal waste water.
The technical scheme that the above-mentioned technical problem of this utility model solution is used is as follows:
There is provided a kind of Waste Water Treatment in coal, including preliminary sedimentation tank, sewage purification device, intermediate water tank, fiber ball filter
And reuse pool, described preliminary sedimentation tank includes precipitating phase and fillter section, arranges micropore ceramics filter between described precipitating phase and fillter section
Brick is interconnected, and described fillter section is connected to sewage purification device by arranging coal water elevator pump, and described sewage purification device is provided with
Flocculant chemicals dosing plant and flocculation aid chemicals dosing plant, the bottom of described sewage purification device is connected to preliminary sedimentation tank, described sewage purification
Device top is connected to intermediate water tank by pipeline, and described intermediate water tank is connected to described fibre-ball filtration by arranging middle water pump
Device, described fiber ball filter is connected to reuse pool by pipeline, and described reuse pool is provided with backwash water pump and recycle-water
Pump, described backwash water pump connects has Backwash pipeline, described Backwash pipeline to be respectively connecting to sewage purification device and fibrous nodules mistake
Filter, described reuse water pump connects water return pipeline.
Further, for being obliquely installed bottom the precipitating phase of described preliminary sedimentation tank, and precipitating phase tail end is provided with collection coalpit, institute
State preliminary sedimentation tank top and be provided with driving mud scraper.
Further, described sewage purification device is disposed with eddy flow centrifugal separating area, gravity settling separation district, mud
Enrichment region.
Further, described flocculant chemicals dosing plant includes flocculant dosing batch meter and flocculant dosing pump, described in help
Solidifying agent chemicals dosing plant includes flocculation aid dosing batch meter and flocculation aid dosing pump.
Further, described fiber ball filter is provided with blender, inlet channel, discharge tube and outlet conduit, stirs
The machine of mixing is positioned at fiber ball filter top;Water intaking valve is set on inlet channel, is connected with middle water pump;Arrange out on outlet conduit
Water valve, outlet conduit causes reuse pool;Arranging backwash drain valve and blowoff valve on discharge tube, discharge tube causes preliminary sedimentation
Pond.
This utility model processes the waste water in coal, coal handling system by preliminary sedimentation tank, high-efficiency sewage purifier, fiber ball filter
Flushing water enters preliminary sedimentation tank through discharge tube and carries out preliminary sedimentation, after micropore ceramics filter block coarse filtration, by coal water elevator pump
Sewage is sent into high-efficiency sewage purifier, and the waste water that efficient purifier produces sends preliminary sedimentation tank back to, and clear water delivers to intermediate water tank, in warp
Between water pump be delivered to fiber ball filter, filter water outlet flows into reuse pool, then is delivered to by clear water defeated by reuse water pump
Coal measures system rinses for coal conveyer belt and transfer station, can effectively reduce containing pulverized coal particle, concentration of suspension and coal water in coal waste water
Colourity;By driving mud scraper by drying slime to collecting coalpit, and reuse after coal yard dry in the sun.This utility model floor space is little
And Operation and Maintenance is simple.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation containing coal Waste Water Treatment in this utility model.
Detailed description of the invention
In order to make this utility model be solved the technical problem that, technical scheme and beneficial effect clearer, below
In conjunction with drawings and Examples, this utility model is further elaborated.Should be appreciated that described herein being embodied as
Example, only in order to explain this utility model, is not used to limit this utility model.
Shown in Figure 1, the utility model discloses a kind of Waste Water Treatment in coal, including preliminary sedimentation tank 1, sewage purification
Device 21, intermediate water tank 20, fiber ball filter 11 and reuse pool 16, described preliminary sedimentation tank 1 includes precipitating phase 3 and fillter section 5, institute
Stating and arrange micropore ceramics filter block 4 between precipitating phase 3 and fillter section 5 and be interconnected, described fillter section 5 is by arranging coal water elevator pump
6 are connected to sewage purification device 21, and described sewage purification device 21 is provided with flocculant chemicals dosing plant and flocculation aid chemicals dosing plant, described
The bottom of sewage purification device 21 is connected to preliminary sedimentation tank 1, and described sewage purification device 21 top is connected to intermediate water tank 20 by pipeline,
Described intermediate water tank 20 is connected to described fiber ball filter 11 by arranging middle water pump 22, and described fiber ball filter 11 leads to
Piping is connected to reuse pool 16, and described reuse pool 16 is provided with backwash water pump 18 and reuse water pump 17, described backwash water
Pump 18 connects has Backwash pipeline 13, described Backwash pipeline 13 to be respectively connecting to sewage purification device 21 and fiber ball filter
11, described reuse water pump 17 connects water return pipeline 15.
For being obliquely installed bottom the precipitating phase 2 of described preliminary sedimentation tank 1, and precipitating phase tail end is provided with collection coalpit 23, described pre-
Heavy top, pond 1 is provided with driving mud scraper 2.
Described sewage purification device 21 is disposed with eddy flow centrifugal separating area, gravity settling separation district, sludge condensation district.
Described sewage purification device combines physics and chemical treatment method, and waste water is delivered to sewage purification device 21, simultaneously by coal water elevator pump 6
In coal water elevator pump 6 outlet conduit blender, add flocculation aid and flocculant, make sewage and medicament go forward side by side through preliminary mixing one
Enter sewage purification device 21.Through high efficient coagulating, eddy flow centrifugation, gravity settling separation, filtering layer in sewage purification device 21
Some column processing processes such as dynamic filtration, mud gravity concentration, purify sewage, and the clear water after process is from sewage purification device
21 tops are discharged, and the mud after concentration from bottom timing or is discharged continuously.Increasing when filtering layer retains float, resistance increases, can
By Backwash pipeline 13, sewage purification device is carried out backwash.
Described flocculant chemicals dosing plant includes flocculant dosing batch meter 7 and flocculant dosing pump 8, described flocculation aid dosing
Device includes flocculation aid dosing batch meter 9 and flocculation aid dosing pump 10.
Described fiber ball filter 11 is provided with blender 24, inlet channel 19, discharge tube 12 and outlet conduit 14, stirs
Mix machine 24 and be positioned at fiber ball filter 11 top;On inlet channel 19, water intaking valve is set, is connected with middle water pump 22;Outlet conduit
Arranging outlet valve on 14, outlet conduit 14 causes reuse pool 16;Backwash drain valve and blowoff valve are set on discharge tube 12, row
Put pipeline 12 and cause preliminary sedimentation tank 1.Fiber ball filter, in running, occurs that resistance increases, and can pass through Backwash pipeline 13
It is carried out backwash.
Work process containing coal waste water treatment process
(1) precipitation process
Enter in the sedimentation tank containing coal Waste Water Treatment containing coal waste water, carry out preliminary sedimentation, to remove bigger coal dust
Granule and partial suspended thing.And reduce concentration of suspension further by after micropore ceramics filter block coarse filtration.
(2) coagulating process
Being promoted in effluent treatment plant by coal water elevator pump containing coal waste water after preliminary sedimentation tank precipitates, simultaneously before device
Adding inorganic coagulant and organic coagulant aid, enter in the lump in effluent treatment plant, the eddy flow in effluent treatment plant is centrifuged
Disengagement zone, medicinal liquid and waste water mixing, and gradually form alumen ustum and bigger floc sedimentation, gradually sink under gravity and centrifugal action.
(3) centrifugal separation processes
After waste water enters effluent treatment plant, first enter eddy flow centrifugal separating area with tangential way, make the downward eddy flow of water,
Under the influence of centrifugal force, the granule eddy flow more than 20um is made to sink down into the gravity settling separation district in purifier.
(4) gravity settlement process
After the granule more than 20um is separated in purifier, the granule less than 20um under the effect of medicament gradually
Forming floc sedimentation, floc sedimentation is gradually increased in a dynamic state, when increasing to a certain degree, sinks rapidly under the effect of lower spin, under
Heavy speed is more than static subsidence velocity, the sludge condensation district in particles sink to purifier.
(5) dynamic filtration process
When waste water filtering layer in purifier, particle diameter is dammed substantially at the granule of more than 5um, to guarantee water outlet
Water quality.Water after filtering is discharged by top outlet pipe behind clear water zone again.
(6) sludge condensation process
Granule enters the sludge condensation district in purifier, makes mud rapid concentration under the effect of eddy flow power and static pressure,
Periodically or continuously discharge.
(7) produce water depth to filter
Fibrous nodules is utilized to have great specific surface area and voidage.Produce water and enter fiber ball filter, when filtering work
Owing to filtrate is flexible, filtrate and hole are compressible, and along with operating pressure and the deadweight of filtrate when filtering, filtering layer space is along current
Direction tapers into, loose lower fine and close ideal distribution state in formation;Thus the impurity such as the float effectively dammed in water, fall
Low delivery turbidity and float.
(8) drying slime utilizes
Because of containing the impurity in coal waste water based on small-particle coal powder, remove after moisture still recoverable, system arranges row
Coal slime in preliminary sedimentation tank is periodically cleared up and is recycled to re-use after coal yard carries out dry in the sun by car mud scraper.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all at this
Any amendment, equivalent and the improvement etc. made within the spirit of utility model and principle, should be included in this utility model
Protection domain within.
Claims (6)
1. a Waste Water Treatment in coal, it is characterised in that include preliminary sedimentation tank, sewage purification device, intermediate water tank, fibrous nodules mistake
Filter and reuse pool, described preliminary sedimentation tank includes precipitating phase and fillter section, arranges micropore pottery between described precipitating phase and fillter section
Porcelain filter block is interconnected, and described fillter section is connected to sewage purification device by arranging coal water elevator pump, and described sewage purification device sets
Being equipped with flocculant chemicals dosing plant and flocculation aid chemicals dosing plant, the bottom of described sewage purification device is connected to preliminary sedimentation tank, described sewage
Depurator top is connected to intermediate water tank by pipeline, and described intermediate water tank is connected to described fibrous nodules by arranging middle water pump
Filter, described fiber ball filter is connected to reuse pool by pipeline, and described reuse pool is provided with backwash water pump and returns
With water pump, described backwash water pump connects has Backwash pipeline, described Backwash pipeline to be respectively connecting to sewage purification device and fiber
Ball filter, described reuse water pump connects water return pipeline.
One the most according to claim 1 Waste Water Treatment in coal, it is characterised in that at the bottom of the precipitating phase of described preliminary sedimentation tank
Portion is for being obliquely installed, and precipitating phase tail end is provided with collection coalpit, and described preliminary sedimentation tank top is provided with driving mud scraper.
One the most according to claim 1 Waste Water Treatment in coal, it is characterised in that in described sewage purification device successively
It is provided with eddy flow centrifugal separating area, gravity settling separation district, sludge condensation district.
One the most according to claim 1 Waste Water Treatment in coal, it is characterised in that described flocculant chemicals dosing plant bag
Including flocculant dosing batch meter and flocculant dosing pump, described flocculation aid chemicals dosing plant includes flocculation aid dosing batch meter and helps solidifying
Agent dosing pump.
One the most according to claim 1 Waste Water Treatment in coal, it is characterised in that described fiber ball filter top
Blender is set.
One the most according to claim 1 Waste Water Treatment in coal, it is characterised in that described fiber ball filter is arranged
Having blender, inlet channel, discharge tube and outlet conduit, blender is positioned at fiber ball filter top;Set on inlet channel
Put water intaking valve, be connected with middle water pump;Arranging outlet valve on outlet conduit, outlet conduit causes reuse pool;On discharge tube
Arranging backwash drain valve and blowoff valve, discharge tube causes preliminary sedimentation tank.
Priority Applications (1)
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CN201620534996.9U CN205803170U (en) | 2016-06-01 | 2016-06-01 | A kind of Waste Water Treatment in coal |
Applications Claiming Priority (1)
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CN201620534996.9U CN205803170U (en) | 2016-06-01 | 2016-06-01 | A kind of Waste Water Treatment in coal |
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CN205803170U true CN205803170U (en) | 2016-12-14 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114956371A (en) * | 2022-05-06 | 2022-08-30 | 华电水务工程有限公司 | Coal-containing wastewater treatment system and process |
CN115072911A (en) * | 2022-06-13 | 2022-09-20 | 江苏京源环保股份有限公司 | Anti-impact load coal-containing wastewater recycling treatment system |
-
2016
- 2016-06-01 CN CN201620534996.9U patent/CN205803170U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114956371A (en) * | 2022-05-06 | 2022-08-30 | 华电水务工程有限公司 | Coal-containing wastewater treatment system and process |
CN115072911A (en) * | 2022-06-13 | 2022-09-20 | 江苏京源环保股份有限公司 | Anti-impact load coal-containing wastewater recycling treatment system |
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