CN109663410A - A kind of mud abatement system and method that removable silting is intelligently cleaned - Google Patents
A kind of mud abatement system and method that removable silting is intelligently cleaned Download PDFInfo
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- CN109663410A CN109663410A CN201910006938.7A CN201910006938A CN109663410A CN 109663410 A CN109663410 A CN 109663410A CN 201910006938 A CN201910006938 A CN 201910006938A CN 109663410 A CN109663410 A CN 109663410A
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- mud
- pipeline
- silting
- filters
- supernatant
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- 238000000034 method Methods 0.000 title claims abstract description 28
- 238000004140 cleaning Methods 0.000 claims abstract description 57
- 238000001914 filtration Methods 0.000 claims abstract description 48
- 238000000967 suction filtration Methods 0.000 claims abstract description 44
- 230000018044 dehydration Effects 0.000 claims abstract description 33
- 238000006297 dehydration reaction Methods 0.000 claims abstract description 33
- 239000006228 supernatant Substances 0.000 claims description 77
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 32
- 238000012544 monitoring process Methods 0.000 claims description 26
- 239000002002 slurry Substances 0.000 claims description 9
- 238000012545 processing Methods 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 7
- 230000003028 elevating effect Effects 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 241000196324 Embryophyta Species 0.000 description 18
- 239000010410 layer Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000004062 sedimentation Methods 0.000 description 4
- 241000132536 Cirsium Species 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 230000003670 easy-to-clean Effects 0.000 description 2
- 238000000605 extraction Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000008719 thickening Effects 0.000 description 2
- 238000003828 vacuum filtration Methods 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 238000011001 backwashing Methods 0.000 description 1
- 230000003750 conditioning effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 210000004262 dental pulp cavity Anatomy 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011026 diafiltration Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000012279 drainage procedure Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000003311 flocculating effect Effects 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D36/00—Filter circuits or combinations of filters with other separating devices
- B01D36/04—Combinations of filters with settling tanks
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
- B01D21/04—Settling tanks with single outlets for the separated liquid with moving scrapers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B08—CLEANING
- B08B—CLEANING IN GENERAL; PREVENTION OF FOULING IN GENERAL
- B08B9/00—Cleaning hollow articles by methods or apparatus specially adapted thereto
- B08B9/02—Cleaning pipes or tubes or systems of pipes or tubes
- B08B9/023—Cleaning the external surface
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/121—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
-
- 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
- C02F2303/16—Regeneration of sorbents, filters
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Mechanical Engineering (AREA)
- Treatment Of Sludge (AREA)
Abstract
The present invention discloses a kind of mud abatement system and method that removable silting is intelligently cleaned, which includes equipment accommodating case, the mud suction filtration pipeline for carrying out decrement filtering means dehydration to mud, the control device for providing the vacuum plant of negative pressure for mud suction filtration pipeline dehydration and for controlling whole system operation that day hangs and can move on its horizontal hanging arm；Mud filters and is arranged with cleaning shoe on pipeline, the cleaning shoe is fixed with equipment accommodating case, rigid lifting device is installed, the rigidity lifting device and mud filter pipeline and is fixedly connected, filters pipeline for going up and down mud, make it that relative motion occur with cleaning shoe, strike off mudcake in equipment accommodating case.It is hung by simple day and carries the movement that controllable mud filters pipeline, realize that comprehensive mud filters decrement, and the cleaning for filtering pipeline can be facilitated；Meanwhile after the completion of mud decrement, mud filters pipeline and can withdraw from mud completely, and the later period of mud is facilitated to transport and handle.
Description
Technical field
The present invention relates to the dehydration decrement methods of high-moisture percentage mud, and in particular to what a kind of removable silting was intelligently cleaned
Mud abatement system and method.
Background technique
It is nearly all be encountered by when contaminated river, lake, reservoir improvement to pollution in water environment treatment engineering
The problem of bed mud is desilted and dredged.The common method of industry is that bed mud is become mud with the mode for twisting suction or hydraulicking
Slurry, then ashore with pump conveying, volume increases by 10 times or so after bed mud becomes mud, at the mud largely containing complicated pollutant
It is three big to there is " need the disposal field of large area, subsequent cause secondary pollution risk without suitable outlet, complicated ingredient " for reason
Problem.
It is domestic now using it is more be to carry out mud-water separation and dehydration using plate and frame filter press, also have using centrifuge separation
Method separate moisture, these methods all have that work efficiency is relatively low, cannot match with ship dredging construction and subsequent dewatered sludge (mud
Cake) it is difficult to be utilized, the problems such as outlet is relatively difficult.Therefore engineering needs the technical side that high-moisture percentage mud is quickly reduced dehydration
Method.
The method of existing quick slurry dewatering minimizing mostly be vacuum filtration technical solution, such as application No. is
201210317079.1 Chinese invention patent discloses " a kind of concentration systems for mud rapid concentration ", the cloth under concentration basin
If extraction mud pipe road is concentrated, mud concentration is realized by gravity and negative pressure pressure difference collective effect, significantly improves thickening efficiency.But
The system has the following deficiencies: that 1. the setting of Suction filtration device position is fixed, and is fixed on concentration basin away from 1/3~1/5 depth of bottom of pond；Cause
This can only accomplish that the mud concentrated effect near Suction filtration device is preferable, general for the mud concentrated effect far from Suction filtration device；
And fixed Suction filtration device causes device cleaning difficult, and the thorough cleaning of device needs to drain in the mud of concentration basin, dismantles
It is cleaned after Suction filtration device；2. the mode of silting mudcake cleaning by the way of backwashing stripping, will accumulate in vacuum filtration pipe
Around mudcake stripping to restore the diafiltration ability of filtering layer；The mode of this backwash has defect, larger for filtering area
Suction filtration device, the mudcake backwash effect of which is unsatisfactory, after a certain point mudcake is by stripping, the stripping region at
It is impact air preferentially by region, and the mudcake of remaining position of Suction filtration device just can not be rinsed well, therefore gas bleed
Mode to clean mudcake inefficient；3. supernatant and lower layer's mud are existed simultaneously when certain sedimentation layering occurs for mud, it should
There is no design supernatants to remove scheme for system, causes during filtering the concentration of lower layer's mud, supernatant passes through lower layer's mud
Dehydration channel be discharged so that the working efficiency of system is lower.
Disclose that " a kind of dredging mud permeable based on mudcake is de- application No. is 201510391789.2 Chinese invention patent
Water method ", the effect that mud is quickly reduced is realized by the method being filtered by vacuum afterwards of first flocculating to mud.But this method is equally deposited
In similar deficiency: 1. in this method there is no mudcake remove scheme, when mud filter to occur silting, can not further filter
When, lack processing scheme；2. also not set supernatant discharger in this method, when certain sedimentation layering occurs for mud, i.e.,
It is lower using this method thickening efficiency when existing simultaneously supernatant and lower layer's mud.
Therefore, be badly in need of find one kind can make mud accomplish decrement faster, decrement degree it is higher, decrement and silting cleaning behaviour
Make more simple intelligent, decrement mud post-processing more easily method.
Summary of the invention
Goal of the invention: it fixed for Suction filtration device position existing for existing mud suction filtration method, be layered mud conditioning effect
The problems such as rate is low, mudcake cleaning efficiency is low, the present invention provides a kind of mud abatement system that removable silting is intelligently cleaned, and mentions
For a kind of method for carrying out slurry dewatering decrement based on the system.
Technical solution: a kind of mud abatement system that removable silting is intelligently cleaned of the present invention, including day hang with
And can be moved on its horizontal hanging arm equipment accommodating case, for mud carry out decrement filtering means dehydration mud filter pipeline,
For filtering the control dress that pipeline dehydration provides the vacuum plant of negative pressure and runs for controlling whole system for mud
It sets；Mud filters and is arranged with cleaning shoe on pipeline, which fixes with equipment accommodating case；Rigidity is installed in equipment accommodating case
Lifting device, the rigidity lifting device filter pipeline with mud and are fixedly connected, for going up and down mud suction filtration pipeline, making it and scraping mud
Plate occurs relative motion, strikes off mudcake；The water outlet pipe end that mud filters pipeline connects drainage pipeline, the drainage pipeline and vacuum holding
Set connection；Control device is electrically connected with equipment accommodating case, vacuum plant and rigid lifting device.
Preferably, mud filters pipeline by the integrated parallel connection of several suction filtering tubes, and the distance between adjacent suction filtering tube is 30~
50cm；Cleaning shoe is equipped with the through-hole with suction filtering tube quantity and match of pipe diameter, the difference of the caliber in the aperture and suction filtering tube of the through-hole
≤1mm。
Wherein, suction filtering tube may include cylindricality tube chamber, which is equipped with the dewatering hole of perforation, and sets inside lumen
There is at least one water guide pipeline；Dewatering hole outer surface is covered with the filter medium for trapped particles.
Preferably, rigid lifting device includes the hydraulic elevator being mounted in equipment accommodating case, the hydraulic elevator bottom
The water outlet pipe end that portion filters pipeline with mud is fixed；Drainage pipeline includes saying the first row that water pipe end is connected to mud suction filtering tube
Waterpipe and the second drainage pipeline being connected to mud decrement region exterior, wherein the first drainage pipeline is fixed on hydraulic liter
On drop machine workbench, with hydraulic elevator elevating movement.
Preferably, the flowmeter that pipeline rate of water loss is filtered for monitoring mud, control device can be equipped on drainage pipeline
It is interior to be equipped with intelligent silting monitoring and cleaning module, for receiving the real time data of flowmeter, accordingly judge that mud suction filtration pipeline is
No silting simultaneously sends signal boost mud suction filtration pipeline, scraper surface mudcake to rigid lifting device in silting.
Specifically, when the real-time dehydration flow that mud filters pipeline is less than 0.2g/cm2When s, determine that silting occurs；When
When the number that the monitoring of intelligent silting and cleaning module send promotion signal in 60s is more than or equal to 4 times, intelligent silting monitoring and clearly
Mold cleaning block is to control device sends feedback signal, prompt staff region has filtered dehydration completion or mud filters pipeline
It can not be cleaned up by cleaning shoe.
Preferably, mud abatement system of the invention may also include the suction filtration of the supernatant for filtering mud supernatant
Pipeline and the flexible lifting device that pipeline and liquid distance between the surface are filtered for controlling supernatant, the flexible lifting device and control
Device is electrically connected；Flexible lifting device includes the motor being mounted in equipment accommodating case and is fixed on outside equipment accommodating case
Fixed pulley, the fixed pulley and supernatant filter pipeline and be fixedly connected, and under motor driven, supernatant is driven to filter pipeline liter
Drop；The water outlet pipe end that supernatant filters pipeline is connected to drainage pipeline.
It is furthermore preferred that mud abatement system of the invention further includes porous light plate of the floatability on the water surface, this is porous
Thistle board is fixed on supernatant and filters duct bottom；The fixed pulley of flexible lifting device is fixedly connected with porous light plate.
The mud abatement system of the present invention intelligently cleaned using removable silting carries out the side of mud decrement dehydration
Method includes the following steps:
(1) day is hung and is fixed on mud concentration basin, it is mobile to first pass through the equipment accommodating case that control device control day is hung on
Then the high region of mud moisture content to wherein one controls rigid lifting device using control device and inserts mud suction filtration pipeline
Enter in mud, open vacuum plant, starts to filter decrement to the region mud；
(2) when silting occurs in mud suction filtering tube road, rigid lifting device is controlled using control device and promotes mud suction filtration
Pipeline strikes off the mudcake on its surface, and mud is then filtered pipeline and is reduced again insertable into suction filtration in mud；
(3) after the completion of the mud in the region filters dehydration, it is aqueous that the equipment accommodating case that control day is hung on is moved to next place
The high mud region of rate is dehydrated, until entire concentration basin is completed to filter decrement；
(4) mud is packed up by control device and filters pipeline, subsequent processing or place are carried out to the remaining mud in concentration basin
It sets.
There is supernatant for mud concentration basin top, the method for mud decrement dehydration of the invention includes the following steps:
(1) day is hung and is fixed on mud concentration basin, if supernatant is arranged at mud concentration basin top, first pass through control device control
The flexible lifting device that day processed is hung on transfers supernatant suction filtration pipeline to supernatant, opening vacuum plant, Aspirate supernatant,
Until being drawn to the interface of supernatant Yu the dense mud in lower part, then controls flexible lifting device pull-up supernatant and filter pipeline；
(2) the equipment accommodating case that day is hung on is controlled by control device and moves into the high area of mud moisture content at one
Then domain controls rigid lifting device using control device and filters mud in pipeline insertion mud, opens vacuum plant, start
The region mud is filtered and is reduced；
(3) when silting occurs in mud suction filtering tube road, rigid lifting device is controlled using control device and promotes mud suction filtration
Pipeline strikes off the mudcake on its surface, and mud is then filtered pipeline and is reduced again insertable into suction filtration in mud；
(4) after the completion of the mud in the region filters dehydration, it is aqueous that the equipment accommodating case that control day is hung on is moved to next place
The high mud region of rate is dehydrated, until entire concentration basin is completed to filter decrement；
(5) mud is packed up by control device and filters pipeline, subsequent processing or place are carried out to the remaining mud in concentration basin
It sets.
The utility model has the advantages that compared with the prior art, the advantages of the present invention are as follows: (1) present invention is arranged simple day and hangs, and passes through letter
Yi Tian, which is hung, carries the movement that controllable mud filters pipeline, and the mud region required any not up to decrement dehydration is taken out
Filter realizes that comprehensive mud filters decrement；Moreover, can will filter pipeline if filtering pipeline occurs serious silting and be moved to conveniently
The region of cleaning is cleaned, artificial easy to clean；Meanwhile after the completion of mud decrement, mud filters pipeline can be completely from mud
It is withdrawn in slurry, facilitates the later period transport and processing of mud after filtering；(2) present invention is provided with supernatant and filters pipeline, works as mud
Occur sedimentation layering when, draw water, takes out mud multi-pipeline arrange in pairs or groups it is practical, filtered again after first extracting supernatant out in the mud of supernatant lower part
Water, improve working efficiency；(3) it when the present invention is directed to extraction mud pipe road there is a situation where blocking, is provided in control device
Intelligent silting monitoring and cleaning module, discriminate whether to block, and be determined as blocking by the monitoring of real-time rate of water loss
When to mud filter pipe surface mudcake carry out automatically scrape, improve cleaning systems degree and efficiency.
Detailed description of the invention
Fig. 1 is the structural schematic diagram for the mud abatement system that removable silting of the invention is intelligently cleaned；
Fig. 2 is partial structurtes enlarged drawing of the invention；
Fig. 3 is that mud of the invention filters working state figure of the pipeline for slurry dewatering decrement when；
Fig. 4 is working state figure when mud suction filtration pipeline and cleaning shoe cooperation of the invention strike off mudcake；
Fig. 5 is a kind of arrangement mode schematic diagram that mud filters more suction filtering tubes in pipeline in the present invention；
Fig. 6 is another arrangement mode schematic diagram that mud filters more suction filtering tubes in pipeline in the present invention；
Fig. 7 is the structural schematic diagram that mud filters single suction filtering tube in pipeline in the present invention.
Specific embodiment
Technical solution of the present invention is described further with reference to the accompanying drawing.
As the mud abatement system that Fig. 1, a kind of removable silting of the invention are intelligently cleaned, including control device 1, day are hung
4, equipment accommodating case 3, mud filter pipeline 6 and vacuum plant 5, wherein mud filters pipeline 6 for be reduced to mud
Dehydration is filtered, vacuum plant 5 is used to filter 6 dehydration of pipeline for mud and provides negative pressure, and control device 1 entirely " can for controlling
The operation of the mud abatement system that mobile silting is intelligently cleaned ", including control day hang the portions such as 4, equipment accommodating case 3, vacuum plant 5
The work of part.
It hangs 4 and can hang for simple day, is equipped with equipment accommodating case 3 thereon, equipment accommodating case 3 can be hung in the level that day hangs 4
It is moved on arm, staff can control day by control device 1 and hang the equipment accommodating case 3 on 4 to all directions movement；
Mud filters the pipeline that pipeline 6 can be All-in-One, i.e., is formed by the integrated parallel connection of more suction filtering tubes, the number of suction filtering tube 60
Amount is arranged according to the required time requirement of mud minimizing, can be differed with 1 at most root.More suction filtering tubes are generally uniformly arranged
Cloth, such as Fig. 5~6, arrangement mode is unlimited, wherein A represents the radius of influence that each suction filtering tube 60 filters, and B represents adjacent two
The adduction of olo and two suction filtering tube radiuses of influence between suction filtering tube 60；Every suction filtering tube 60 can be cylindric, diameter
Between 5~50cm, the vertical distance B of adjacent suction filtration tube outer surface is 30~50cm.Such as Fig. 7, single suction filtering tube 60 includes cylindricality
Lumen, lumen bottom sidewall are equipped with the dewatering hole 61 of perforation, and 61 outer surface of dewatering hole is covered with filter medium 62, cut particle
It stays while passes through moisture；Settable at least one water guide pipeline 63 inside the lumen of suction filtering tube 60 promotes to filter water in mud
Discharge.
For mud is filtered water transport and is discharged, pipeline 6 is filtered in mud and is discharged pipe end connection drainage pipeline, drainage pipeline
Flexiplast drainpipe can be used.
It is fixed by rigid lifting device 8 and equipment accommodating case 3 that mud filters pipeline 6.Such as Fig. 2~4, rigid lifting device
8 are mounted in equipment accommodating case 3, and lower end is fixedly connected with the water outlet pipe end that mud filters pipeline 6, can pull mud suction filtering tube
Road 6 vertically moves, any relative displacement will not occur for the two simultaneously.It is further fixed on cleaning shoe 9 in equipment accommodating case 3, scrapes
Mud plate 9, which is equipped with, filters the matched through-hole in 6 aperture of pipeline with mud, and mud filters the through-hole that pipeline 6 is inserted perpendicularly into cleaning shoe 9
It is interior, it is cylindrical type pipeline as mud filters pipeline 6, through-hole is then round hole on cleaning shoe, and the through-hole internal diameter of cleaning shoe compares mud
The outer diameter for filtering pipeline is bigger, and the size having more is no more than 1mm.Rigid lifting device 8 promotes the process that mud filters pipeline 6
In, since the position of cleaning shoe 9 is fixed, mud filters pipeline 6 and cleaning shoe 9 generates relative motion, can will be adsorbed on mud
The mudcake filtered on pipeline 6 is struck off.
Rigid lifting device 8 can be lifting device commonly used in the prior art, as a preferred technical solution, rigidity lifting
Device 8 can be small-sized hydraulic elevator, be mounted in equipment accommodating case 3, equipment accommodating case is taken in during elevating movement
It is interior or be exposed to outside equipment accommodating case；The drainage pipeline that connection mud filters pipeline 6 includes filtering 6 outlet pipe of pipeline with mud
The first drainage pipeline 71 of Duan Liantong and the second drainage pipeline 72 being connected to mud decrement region exterior, wherein first row
Waterpipe 71 is fixed on the workbench of small-sized hydraulic elevator, is moved with hydraulic elevator, such as Fig. 3；When rigidly lifting fills
When setting 8 promotion, the first drainage pipeline 71 and mud filter pipeline 6 and are elevated simultaneously, wherein 71 part quilt of the first drainage pipeline
It is promoted in equipment accommodating case 3, such as Fig. 4, simultaneously as cleaning shoe 9 is fixed, mud filters pipeline 6 and passing through porous scrape
During mud plate 9, it is adsorbed on the silting mudcake that mud filters on the outside of pipeline 6 and is scraped clean；When rigid lifting device 8 declines
When, the decline of small-sized hydraulic elevator is synchronous that first drainage pipeline 71 and mud suction filtration pipeline 6 are dropped to working depth, such as
Fig. 3 can be filtered next time.
Mud filters in dehydration it is possible that situations such as dewatering hole silting, needs to clean mud at this time in time and filters
Pipeline 6 improves to monitor silting situation in time and cleaning in time and filters efficiency, the settable intelligent silting in 1 inside of control device
Monitoring and cleaning module, while flowmeter 2 is set on drainage pipeline, flowmeter 2 may be provided on the second drainage pipeline 72, use
6 rate of water loss of pipeline is filtered in monitoring mud；Intelligent silting monitoring and cleaning module pass through the real time data for receiving flowmeter 2,
Intelligent distinguishing All-in-One mud filter pipeline whether silting.When in real time, dehydration flow is less than 0.2g/cm2S (unit time it is de-
Water quality and mud filter the ratio that pipeline 6 effectively filters area), it is believed that silting occurs.If being determined as silting, intelligent silting prison
It surveys and cleaning module transmits a signal to rigid lifting device 8 at once, rigid lifting device 8 promotes the mud pumping for being identified as silting
Chimney filter road 6 strikes off the silting mudcake that mud filters 6 surface of pipeline in lifting process；Subsequent mud filters pipeline 6 and passes through rigidity
Lifting device 8 drops to mud region and continues mud decrement dehydration, until intelligent silting monitoring and cleaning module are next time
Differentiate silting, then is struck off cleaning next time.
When the number that the monitoring of intelligent silting and cleaning module send promotion signal to rigid lifting device in 60s reaches 4
When secondary or more, intelligent silting monitoring and cleaning module meeting feedback signal prompt the mud in the staff region to control device 1
Slurry has filtered dehydration and has completed, and should hang 4 by control day and be moved to down a piece of watering area；If staff has found the region mud
It is even very high to starch moisture content, then representing the feedback signal is that prompt staff's mud suction filtration pipeline 6 can not be scraped by porous
Mud plate cleans up, and manual debugging is needed to clean.
Vacuum plant 5 filters the suction filtration dehydration of pipeline 6 for mud and provides negative pressure, can be by the second drainage pipeline 72 and vacuum
Device 5 is connected to, to guarantee that 20kPa is not to be exceeded in filter efficiency, negative pressure of vacuum.
After mud concentration basin places a period of time, it may occur that certain sedimentation layering exists simultaneously supernatant and lower layer
It is lower to filter the decrement dehydration efficiency of pipeline 6 only with mud at this time for mud.To further increase working efficiency, mud of the invention
Slurry abatement system may also include the supernatant being fixedly connected and filter pipeline 11 and flexible lifting device 12, and supernatant filters pipeline 11
It can also be the All-in-One pipeline formed by more root canal trace gathers at parallel connection；Flexible lifting device 12 is fixed in equipment accommodating case 3, and
It is electrically connected with control device 1, pulls supernatant to filter pipeline 11 in lifting process and vertically move, control supernatant is taken out
The distance between chimney filter road 11 and supernatant liquid level.The water outlet pipe end that supernatant filters pipeline 11 connects third drainage pipeline 73,
Third drainage pipeline 73 is connected to the second drainage pipeline 72, and the supernatant of suction filtration is transported discharge.
Flexible lifting device 12 can also be lifting device commonly used in the prior art, as a preferred option, flexibility lifting
Device 12 includes motor interconnected and fixed pulley, and motor is mounted in equipment accommodating case 3, and fixed pulley is fixed on equipment receiving
Outside box, motor can connect fixed pulley by rope, and fixed pulley reconnects clear liquid by rope and filters pipeline 11, pass through motor
The tractive force of offer drives supernatant to filter pipeline 11 and goes up and down.Supernatant, which filters 11 bottom of pipeline, can be fixed with porous light plate
10, supernatant is filtered 11 bottom of pipeline by the settable through-hole that 11 match of pipe diameter of pipeline is filtered with supernatant on porous light plate 10
Portion is inserted into the through-hole, can be fixed with porous light plate 10, at this point, can be connected by fixing fixed pulley and porous light plate 10
The fixed fixed pulley of the mode connect and supernatant filter pipeline 11；Porous light plate 10 may include two pieces up and down, be separately fixed at
Clear liquid filters the top and bottom of pipeline 11, and the density of porous light plate 10 is much smaller than water, after loading supernatant suction filtration pipeline 11
It can swim on the water surface, be conducive to the suction discharge of supernatant.
When flexible lifting device 12 is promoted, motor provides tractive force by rope, by supernatant suction filtration pipeline 11 and more
10 pull-up of hole thistle board, is promoted to the height of needs；When flexible lifting device 12 declines, motor work allows line relaxation, on
Clear liquid filters pipeline 11 and porous light plate 10 is not towed power and is only swum on supernatant by gravity and buoyancy, in vacuum plant
In the state that 5 provide negative pressure, the supernatant of flocculated slurry is sucked out.
The mud decrement method that a kind of removable multitube silting of the invention is intelligently cleaned, includes the following steps:
(1) if supernatant is arranged at mud concentration basin top, staff hangs the flexible liter on 4 by the control of control device 1 day
The supernatant being fixed on porous light plate 10 is filtered in the decentralization to supernatant of pipeline 11, opens vacuum plant by falling unit 12
5, the supernatant swum on supernatant filters the meeting Aspirate supernatant of pipeline 11, until being drawn to the boundary of supernatant Yu the dense mud in lower part
Face hangs 4 pull-up porous light plates 10 by day at this time and supernatant filters pipeline 11；
(2) if concentration basin is exhausted without supernatant or supernatant by step (1), staff judges that mud is aqueous at one
The higher region of rate, control day hang the equipment accommodating case 3 on 4 and are moved to the region, and then control device 1 controls rigidity lifting dress
8 are set, mud is filtered into pipeline 6 and is inserted into the region mud, vacuum plant 5 is opened, the mud suction filtering tube being inserted into mud at this time
Road 6, which starts to filter the region mud, to be reduced；
Intelligent silting monitoring and cleaning module can continue to monitor the dehydration efficiency that mud filters pipeline 6 in this process,
The discrimination standard is ought to be dehydrated flow in real time less than 0.2g/cm2S, it is believed that silting occurs.Intelligent silting monitoring at this time and
Cleaning module can send a signal to rigid lifting device 8, promote mud suction filtration pipeline 6 and cleaned.
(3) when panel region completion filters decrement, staff is right by the adjustment supernatant suction filtration pipeline 6 of control device 1
Next panel region carries out suction filtration decrement, until entire concentration basin is completed to filter decrement.
(4) entire concentration basin is completed after filtering decrement, and staff, can be convenient and fast by 1 retracting device of control device
Subsequent processing or disposition are carried out to the remaining mud in concentration basin.
Embodiment
A kind of mud abatement system that removable silting is intelligently cleaned, including control device 1, flowmeter 2, intelligent silting prison
It surveys and cleaning module 3, simple day hangs 4, vacuum plant 5, mud filters pipeline 6, the first, second and third drainage pipeline 71,72
With 73, rigid lifting device 8, porous cleaning shoe 9, porous light plate 10, supernatant filter pipeline 11, flexible lifting device 12,
Equipment accommodating case 3.
Equipment accommodating case 3 is mounted on simple day and hangs on 4, and rigid lifting device 8 is equipped in equipment accommodating case 3, porous is scraped
Mud plate 9, flexible lifting device 12 and the first, second, third drainage pipeline 71,72 and 73, the first drainage pipeline 71 and third row
Waterpipe 73 is connected to the second drainage pipeline 72 respectively.It is more conjunctions that 7 individual suction filtering tube parallel connections integrate that mud, which filters pipeline 6,
One mud filters pipeline, and every suction filtration pipe diameter is 10cm, and two neighbouring vertical distances of suction filtration tube outer surface are set as 40cm,
The filter medium wrapped up outside suction filtering tube selects non-woven geotextile；All-in-One mud filters top and the rigidity lifting device of pipeline
8 bottom end is connected, and cleaning shoe 9 is to filter the matched porous cleaning shoe of pipeline, All-in-One mud suction filtering tube with All-in-One mud
It is inserted in porous cleaning shoe in road.Supernatant filters pipeline 11 and also takes out for the integrated All-in-One supernatant of 7 individual pipeline parallel connections
Chimney filter road is fixed on porous light plate 10, and porous light plate 10 is connect with flexible lifting device 12.
It is equipped with intelligent silting monitoring in control device 1 and cleaning module, flowmeter 2 are mounted on 3 top of equipment accommodating case
In third drainage pipeline 73.Control device 1 and equipment accommodating case 3, vacuum plant 5, rigid lifting device 8, flexible lifting device
12 are electrically connected, and control intelligent silting monitoring and cleaning module, day hang 4, vacuum plant 5, rigid lifting device 8 and flexibility
The work of lifting device 12.
The course of work of this system:
4 are hung in the regions simple to install day such as mud concentration basin or mud concentration pond, if the region mud is after precipitation
There is supernatant, staff starts flexible lifting device 12 by control control device 1 and transfers porous light plate 10 and All-in-One
Supernatant filter pipeline 11 to mud supernatant, subsequent start-up vacuum plant 5 filters supernatant, and what is filtered out is upper
Clear liquid is discharged through third drainage pipeline 73, and the supernatant for being mounted on the All-in-One on porous light plate 10 filters pipeline 11 because of floating
On supernatant, so filtering the supernatant on surface layer always, completed until supernatant filters；
Staff observes after the completion of supernatant suction filtration, closes vacuum plant 5, starts flexibility by controlling control device 1
Lifting device 12 withdraws porous light plate 10 and the supernatant of All-in-One filters pipeline 11；Subsequent start-up rigidity lifting device 8, will
The mud of All-in-One filters the insertion of pipeline 6 and needs to be dehydrated in the mud of minimizing, starts vacuum plant 5, to the mud in the region
Dehydration decrement；
The water filtered out is successively discharged through drainage pipeline 71 and 72, and flowmeter 2 carries out dewatering speed in drainage procedure
Real-time monitoring, and intelligent silting monitoring and cleaning module 3 are transferred data to, intelligent silting monitoring and cleaning module 3 are according to stream
Whether 2 data judgement system of meter occurs silting, if rate of water loss is less than 0.2g/cm2S is determined as silting；Intelligence is become silted up at this time
Stifled monitoring and 3 aut sign of cleaning module give rigid lifting device 8, and the mud for promoting All-in-One filters pipeline 6, All-in-One
Mud filter pipeline 6 pass through porous cleaning shoe 9 during, the silting mudcake adsorbed on the outside is scraped clean, with
The mud of All-in-One is filtered pipeline 6 again and transfers into mud further progress suction filtration by rigid lifting device 8 afterwards.If intelligent silting
When the number that monitoring and cleaning module 3 are sent to rigid lifting device 8 in 60s reaches 4 times and 4 times or more, intelligence is become silted up at this time
Stifled monitoring and cleaning module 3 can send feedback signal to control device 1, prompt the mud in the staff region to filter de-
Water is completed, and should be hung 4 and is moved to down a piece of mud region by controlling simple day and is dehydrated；Another situation is that prompt work people
The mud of member's All-in-One filters pipeline 6 and can not be cleaned up by porous cleaning shoe 9, needs manual debugging to clean, at this time work
Make the simple day of personnel control and hang the region that 4 mobile instruments filter pipeline 6 to the mud of All-in-One easy to clean, manually to All-in-One
Mud filter pipeline 6 cleaned；
It repeats the above steps, until the regions mud decrement such as entire mud concentration basin or mud concentration pond has been dehydrated
At；Subsequent staff hangs 4 by the simple day of control and withdraws from all instruments, and it is subsequent finally mud progress can be dehydrated to the region
Processing, disposition.
Claims (10)
1. a kind of mud abatement system that removable silting is intelligently cleaned, which is characterized in that hung including day and can its level
The equipment accommodating case moved on boom, is used to take out for mud the mud suction filtration pipeline for carrying out mud decrement filtering means dehydration
Chimney filter road dehydration provides the vacuum plant of negative pressure and the control device for controlling whole system operation；The mud is taken out
Chimney filter is arranged with cleaning shoe on road, which fixes with equipment accommodating case, is equipped with rigid lifting in the equipment accommodating case
Device, the rigidity lifting device filter pipeline with mud and are fixedly connected, for going up and down mud suction filtration pipeline, sending out itself and cleaning shoe
Mudcake is struck off in raw relative motion；The water outlet pipe end that the mud filters pipeline connects drainage pipeline, the drainage pipeline and vacuum holding
Set connection；The control device is electrically connected with equipment accommodating case, vacuum plant and rigid lifting device.
2. the mud abatement system that removable silting according to claim 1 is intelligently cleaned, which is characterized in that the mud
Pipeline is filtered by the integrated parallel connection of several suction filtering tubes, the distance between adjacent suction filtering tube is 30~50cm；It is set on the cleaning shoe
There are the through-hole with suction filtering tube quantity and match of pipe diameter, difference≤1mm of the caliber in the aperture and suction filtering tube of the through-hole.
3. the mud abatement system that removable silting according to claim 2 is intelligently cleaned, which is characterized in that the suction filtration
Pipe includes cylindricality tube chamber, which is equipped with the dewatering hole of perforation, and at least one water guide pipeline is equipped with inside lumen；
The dewatering hole outer surface is covered with the filter medium for trapped particles.
4. the mud abatement system that removable silting according to claim 1 is intelligently cleaned, which is characterized in that the rigidity
Lifting device includes the hydraulic elevator being mounted in equipment accommodating case, and the hydraulic lifting motor spindle and mud filter going out for pipeline
Water pipe end is fixed；The drainage pipeline includes saying the first drainage pipeline and and mud that water pipe end is connected to mud suction filtering tube
Be reduced the second drainage pipeline of region exterior connection, wherein the first drainage pipeline is fixed on hydraulic elevator workbench, with
Hydraulic elevator elevating movement.
5. the mud abatement system that removable silting according to claim 1 is intelligently cleaned, which is characterized in that the draining
Pipeline is equipped with the flowmeter that pipeline rate of water loss is filtered for monitoring mud, and intelligent silting monitoring is equipped in the control device
And cleaning module, for receive flowmeter real time data, accordingly judge mud filter pipeline whether silting and in silting to
Rigid lifting device sends signal boost mud and filters pipeline, scraper surface mudcake.
6. the mud abatement system that removable silting according to claim 5 is intelligently cleaned, which is characterized in that when mud is taken out
The real-time dehydration flow in chimney filter road is less than 0.2g/cm2When s, determine that silting occurs；When the intelligent silting monitoring and cleaning mould
When the number that block sends promotion signal in 60s is more than or equal to 4 times, intelligent silting monitoring and cleaning module are sent to control device
Feedback signal, prompt staff region have filtered dehydration completion or mud filters pipeline and can not be cleaned by cleaning shoe
Completely.
7. the mud abatement system that removable silting according to claim 1 is intelligently cleaned, which is characterized in that further include using
Pipeline is filtered in the supernatant for filtering mud supernatant and the flexibility of pipeline and liquid distance between the surface is filtered for controlling supernatant
Lifting device, the flexible lifting device and control device are electrically connected；The flexible lifting device includes being mounted on equipment receiving
Motor in box and the fixed pulley being fixed on outside equipment accommodating case, the fixed pulley filter pipeline with supernatant and are fixedly connected,
Under motor driven, supernatant is driven to filter pipeline lifting；The supernatant filters the water outlet pipe end of pipeline and drainage pipeline connects
It is logical.
8. the mud abatement system that removable silting according to claim 7 is intelligently cleaned, which is characterized in that further including can
The porous light plate on the water surface is swum in, which is fixed on supernatant and filters duct bottom；The flexible lifting dress
The fixed pulley set is fixedly connected with porous light plate.
9. a kind of method for carrying out mud decrement dehydration using mud abatement system described in claim 1, which is characterized in that packet
Include following steps:
(1) day is hung and is fixed on mud concentration basin, first passed through the equipment accommodating case that control device control day is hung on and be moved to it
In the high region of mud moisture content at one, rigid lifting device is then controlled using control device mud is filtered into pipeline and be inserted into mud
In slurry, vacuum plant is opened, starts to filter decrement to the region mud；
(2) when silting occurs in mud suction filtering tube road, rigid lifting device is controlled using control device and promotes mud suction filtration pipeline,
The mudcake on its surface is struck off, mud is then filtered into pipeline and is reduced again insertable into suction filtration in mud；
(3) after the completion of the mud in the region filters dehydration, it is high that the equipment accommodating case that control day is hung on is moved to next place's moisture content
Mud region be dehydrated, until entire concentration basin complete filter decrement；
(4) mud is packed up by control device and filters pipeline, subsequent processing or disposition are carried out to the remaining mud in concentration basin.
10. a kind of method for carrying out mud decrement dehydration using mud abatement system as claimed in claim 7, which is characterized in that
Include the following steps:
(1) day is hung and is fixed on mud concentration basin, if supernatant is arranged at mud concentration basin top, first pass through control device control day
The flexible lifting device hung on transfers supernatant suction filtration pipeline to supernatant, opening vacuum plant, Aspirate supernatant, until
It is drawn to the interface of supernatant Yu the dense mud in lower part, flexible lifting device pull-up supernatant is then controlled and filters pipeline；
(2) the equipment accommodating case that day is hung on is controlled by control device and moves into the high region of mud moisture content at one, so
Rigid lifting device is controlled using control device afterwards to filter mud in pipeline insertion mud, is opened vacuum plant, is started to this
Region mud filters decrement；
(3) when silting occurs in mud suction filtering tube road, rigid lifting device is controlled using control device and promotes mud suction filtration pipeline,
The mudcake on its surface is struck off, mud is then filtered into pipeline and is reduced again insertable into suction filtration in mud；
(4) after the completion of the mud in the region filters dehydration, it is high that the equipment accommodating case that control day is hung on is moved to next place's moisture content
Mud region be dehydrated, until entire concentration basin complete filter decrement；
(5) mud is packed up by control device and filters pipeline, subsequent processing or disposition are carried out to the remaining mud in concentration basin.
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| CN201910006938.7A CN109663410B (en) | 2019-01-04 | 2019-01-04 | Movable clogging intelligent cleaning mud decrement system and method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110860538A (en) * | 2019-11-21 | 2020-03-06 | 佛山科学技术学院 | Cleaning device for industrial wastewater treatment device |
| CN111889483A (en) * | 2020-07-14 | 2020-11-06 | 广城建设集团有限公司 | High-water-content area engineering muck hoisting type environment-friendly drainage treatment system and engineering muck treatment method |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2755125A1 (en) * | 1977-12-10 | 1979-06-13 | Cassella Ag | METHODS FOR REMOVING SLUDGE FROM AQUATIC AQUATIC ENVIRONMENT |
| CN201148388Y (en) * | 2008-01-15 | 2008-11-12 | 贵州绿色环保设备工程有限责任公司 | Methanol production waste water treatment apparatus |
| CN101574599A (en) * | 2009-06-11 | 2009-11-11 | 熊四达 | Rotational flow absorption filter concentration and separation technique and device thereof |
| CN101838060A (en) * | 2009-12-24 | 2010-09-22 | 同济大学 | Combined type integrative water purifying plant |
| CN202179880U (en) * | 2011-07-27 | 2012-04-04 | 上海复旦水务工程技术有限公司 | Improved reciprocating siphon type sludge sucking and scrapping machine of secondary sedimentation tank |
| CN102491605A (en) * | 2011-11-16 | 2012-06-13 | 河海大学 | Construction method for carrying out high dehydration on dredging slurry by using swirling flow, condensation, and plate-and-frame |
| CN102814079A (en) * | 2012-08-31 | 2012-12-12 | 河海大学 | Concentration system for rapidly concentrating slurry |
| CN204569607U (en) * | 2015-04-07 | 2015-08-19 | 东莞市金颢轩环境工程设备科技有限公司 | A kind of quick dewatering machine and the Sewage treatment systems based on quick dewatering machine |
| CN204671956U (en) * | 2015-05-21 | 2015-09-30 | 河海大学 | Automatic suction filtration-the stripping device of a kind of silting blocking type for mud Quick drainage |
| CN105107835A (en) * | 2015-09-21 | 2015-12-02 | 中国科学院武汉岩土力学研究所 | Contaminated soil treatment equipment through leaching |
| JP2015223569A (en) * | 2014-05-29 | 2015-12-14 | 一般社団法人グリーンディール推進協会 | Turbid water treatment system and method |
| CN105169767A (en) * | 2015-09-15 | 2015-12-23 | 首钢京唐钢铁联合有限责任公司 | Oil scraping sludge removal device |
| CN105329994A (en) * | 2014-08-12 | 2016-02-17 | 青岛炜烨锻压机械有限公司 | Water treatment clarification |
| CN207933077U (en) * | 2018-02-07 | 2018-10-02 | 天津滨港电镀企业管理有限公司 | A kind of automatic draw-out device of wastewater treatment sludge supernatant |
| CN209548910U (en) * | 2019-01-04 | 2019-10-29 | 河海大学 | A kind of mud abatement system that removable silting is intelligently cleaned |
-
2019
- 2019-01-04 CN CN201910006938.7A patent/CN109663410B/en active Active
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2755125A1 (en) * | 1977-12-10 | 1979-06-13 | Cassella Ag | METHODS FOR REMOVING SLUDGE FROM AQUATIC AQUATIC ENVIRONMENT |
| CN201148388Y (en) * | 2008-01-15 | 2008-11-12 | 贵州绿色环保设备工程有限责任公司 | Methanol production waste water treatment apparatus |
| CN101574599A (en) * | 2009-06-11 | 2009-11-11 | 熊四达 | Rotational flow absorption filter concentration and separation technique and device thereof |
| CN101838060A (en) * | 2009-12-24 | 2010-09-22 | 同济大学 | Combined type integrative water purifying plant |
| CN202179880U (en) * | 2011-07-27 | 2012-04-04 | 上海复旦水务工程技术有限公司 | Improved reciprocating siphon type sludge sucking and scrapping machine of secondary sedimentation tank |
| CN102491605A (en) * | 2011-11-16 | 2012-06-13 | 河海大学 | Construction method for carrying out high dehydration on dredging slurry by using swirling flow, condensation, and plate-and-frame |
| CN102814079A (en) * | 2012-08-31 | 2012-12-12 | 河海大学 | Concentration system for rapidly concentrating slurry |
| JP2015223569A (en) * | 2014-05-29 | 2015-12-14 | 一般社団法人グリーンディール推進協会 | Turbid water treatment system and method |
| CN105329994A (en) * | 2014-08-12 | 2016-02-17 | 青岛炜烨锻压机械有限公司 | Water treatment clarification |
| CN204569607U (en) * | 2015-04-07 | 2015-08-19 | 东莞市金颢轩环境工程设备科技有限公司 | A kind of quick dewatering machine and the Sewage treatment systems based on quick dewatering machine |
| CN204671956U (en) * | 2015-05-21 | 2015-09-30 | 河海大学 | Automatic suction filtration-the stripping device of a kind of silting blocking type for mud Quick drainage |
| CN105169767A (en) * | 2015-09-15 | 2015-12-23 | 首钢京唐钢铁联合有限责任公司 | Oil scraping sludge removal device |
| CN105107835A (en) * | 2015-09-21 | 2015-12-02 | 中国科学院武汉岩土力学研究所 | Contaminated soil treatment equipment through leaching |
| CN207933077U (en) * | 2018-02-07 | 2018-10-02 | 天津滨港电镀企业管理有限公司 | A kind of automatic draw-out device of wastewater treatment sludge supernatant |
| CN209548910U (en) * | 2019-01-04 | 2019-10-29 | 河海大学 | A kind of mud abatement system that removable silting is intelligently cleaned |
Non-Patent Citations (3)
| Title |
|---|
| 宋芹芹: ""生化污泥的后处理方法探讨"", 《人造纤维》, vol. 47, no. 6, 28 December 2017 (2017-12-28) * |
| 张辉;林海;刘伟岩;: "助滤剂强化剩余污泥脱水技术研究", 科学技术与工程, no. 08, 30 April 2006 (2006-04-30) * |
| 韩婷婷;吴思麟;吕一彦;: "泥浆中水分形态对抗剪强度与流变性的影响", 长江科学院院报, no. 02, 15 February 2018 (2018-02-15) * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110860538A (en) * | 2019-11-21 | 2020-03-06 | 佛山科学技术学院 | Cleaning device for industrial wastewater treatment device |
| CN110860538B (en) * | 2019-11-21 | 2022-02-08 | 佛山科学技术学院 | Cleaning device for industrial wastewater treatment device |
| CN111889483A (en) * | 2020-07-14 | 2020-11-06 | 广城建设集团有限公司 | High-water-content area engineering muck hoisting type environment-friendly drainage treatment system and engineering muck treatment method |
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