CN106277400A - Calx karst region Leachate site regulator control system - Google Patents
Calx karst region Leachate site regulator control system Download PDFInfo
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- CN106277400A CN106277400A CN201610770236.2A CN201610770236A CN106277400A CN 106277400 A CN106277400 A CN 106277400A CN 201610770236 A CN201610770236 A CN 201610770236A CN 106277400 A CN106277400 A CN 106277400A
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- filter
- pipe
- leachate site
- base pipe
- outer tube
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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
-
- 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
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
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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
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
-
- 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
- C02F1/40—Devices for separating or removing fatty or oily substances or similar floating material
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
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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
-
- 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
- C02F2303/02—Odour removal or prevention of malodour
Abstract
The invention provides a kind of Calx karst region Leachate site regulator control system, including cylindrical bilge well, and be centered around the filtration channel of the annular of described bilge well bottom outside, this filtration channel connects bottom described bilge well;Supported by multiple gripper shoes between end face and the bottom surface of described filtration channel;Being provided with wall casing in described bilge well, use cement mortar to recharge between described wall casing and sewerage well body, bottom described bilge well, the communicating position with filtration channel inner circumferential is provided with water-permeable pipe, and Leachate site enters filtration channel via described water-permeable pipe tube wall;The bottom surface coating cement of described bilge well;Cobble and sandstone is filled in described filtration channel, and it is provided with filter at water-permeable pipe outer sheath, this filter can more thoroughly filter out the sand in Leachate site, the probability of plugged filter can be reduced again, Leachate site can directly permeate the ground in solution cavity after filtering, import in subsoil water, it is simple to recycling.
Description
Technical field
The present invention relates to technical field of sewage, be specifically related to a kind of Calx karst region Leachate site regulator control system.
Background technology
Domestic garbage burning electricity generation processing mode is one of main path of urban garbage disposal.China's urban life
Rubbish water content is high, enter before stove burns in storage hole a large amount of stack after, can ferment generation Leachate site, Leachate site water quality complexity, has
Machine substrate concentration is high, ammonia-nitrogen content is high, colourity is deep, stink is big, processes technology difficulty big.
In prior art, the processing mode of Leachate site mainly has two big classes: a class is through certain pretreatment by Leachate site
After be directly discharged into municipal sewage plant and merge process;Another kind of is that Leachate site is carried out individual processing.Merging treatment needs
Leachate site is pipelined to sewage treatment plant, and cost of transportation is high, economically unreasonable, and can be to sewage disposal factory and office
Reason system impacts;Leachate site is carried out individual processing, existing leachate processing technique method, has a various ways, but
Efficiency, effect and cost of investment aspect are the most less desirable.
Summary of the invention
For defect of the prior art, the present invention provides a kind of Calx karst region Leachate site regulator control system, with the short time
In Leachate site carried out after-treatment, and the Leachate site processed is entered in subsoil water, it is simple to recycling.
The Calx karst region Leachate site regulator control system that the present invention provides, including cylindrical bilge well, and is centered around described
The filtration channel of the annular of bilge well bottom outside, this filtration channel connects bottom described bilge well;Described filtration channel
Supported by multiple gripper shoes between end face and bottom surface;Wall casing, described wall casing and bilge well well it is provided with in described bilge well
Using cement mortar to recharge between body, bottom described bilge well, the communicating position with filtration channel inner circumferential is provided with water-permeable pipe, oozes drip
Liquid enters filtration channel via described water-permeable pipe tube wall;The bottom surface coating cement of described bilge well;Fill in described filtration channel
Cobble and sandstone, and in filtration channel, it is provided with filter, this filter is set in outside described water-permeable pipe.
In the present invention, the geologic structure of Calx karst region is followed successively by silty clay, argillaceous siltstoue and limestone from top to bottom,
Wherein silty clay is loosely organized, and argillaceous siltstoue compact structure is the hardest, and the stalagmite of limestone, clint and solution cavity are more
Grow.Therefore, bilge well being arranged on farinose argillic horizon and argillaceous siltstoue layer, shaft bottom contacts with ash rock stratum, and this bilge well is used
In accommodating the Leachate site through pretreatment, being surrounded with the filtration channel of annular in the bottom of this bilge well, this filtration channel is with dirty
The bottom connection of well, and the two is coaxially arranged, the position that the inner circumferential of this filtration channel connects with bilge well is provided with water-permeable pipe,
Leachate site in bilge well enters in filtration channel via the tube wall of water-permeable pipe, and being set in the filter outside water-permeable pipe can be by
Float in Leachate site filters out, and due to the Shi Hui rock stratum, bottom surface of filtration channel, its solution cavity physically well develops, and water penetration is preferable,
Therefore Leachate site can directly permeate the ground in solution cavity after filtering, and subsoil water converges, it is simple to recycling.Wherein, bilge well
Inside it is provided with wall casing, and uses cement mortar to recharge between wall casing and well bore, the stability of bilge well can be increased, prevent well
Body caves in, the bottom surface coating cement of bilge well, can prevent undressed Leachate site from permeating the ground, cause underground water pollution.?
Between end face and the bottom surface of filtration channel, gripper shoe is set, is possible to prevent filtration channel to cave in, fill in filtration channel simultaneously
Cobble and sandstone, can improve the intensity of filtration channel further, and by the porous space adsorbing contaminant of sandstone surface, it is right to play
The effect that in filtration channel, water body purifies further.
Preferably, being also arranged with the first absorption looped network outside described water-permeable pipe, this first absorption looped network includes the first micropore
Filter screen, fills diatomite particle in described first micro-strainer.Diatomite particle can be by the fine impurities in Leachate site, greasy dirt
Adsorb with chemical substance, Leachate site is purified, and the first micro-strainer can play the effect accommodating diatomite particle, side
Just diatomite particle periodic replacement, prevents its adsorption function from weakening.
Preferably, being also arranged with the second absorption looped network outside described water-permeable pipe, this second absorption looped network includes the second micropore
Filter screen, fills activated carbon granule in described second micro-strainer.Activated carbon granule can carry out physical absorption to Leachate site, to dispel
Except the stink of Leachate site, Leachate site is purified further, and the second micro-strainer can play and accommodate activated carbon granule
Effect, facilitates activated carbon granule to regularly replace, prevents its adsorption function from weakening.
Preferably, described filter, the first absorption looped network and the second absorption looped network three fit the most successively.Ooze drip
After liquid enters filtration channel, first by filter, large granular impurity therein is dispelled, subsequently into the first absorption looped network, diatom
The absorption of fine impurities therein, greasy dirt and chemical substance can be dispelled by soil particle, finally enters the second absorption looped network, activated carbon
Granule can carry out physical absorption to it, is dispelled by its stink, the most incremental, so that the clean-up effect of Leachate site is more
For significantly.
Preferably, described gripper shoe is 8 that circumference is uniform, to ensure the structural strength of filtration channel.
Preferably, described each gripper shoe includes the steel plate of two pieces of vertical directions, is watered by cement between described two block plates
Build fixing.Use this simple supporting plate structure, not only can meet the requirement of strength of filtration channel, it is also possible to save into
This.
Preferably, described first micro-strainer and the second micro-strainer are stainless steel.The intensity of stainless steel is relatively
Height, and stainless steel has preferable corrosion resistance, goes for water source environment complicated in leachate treatment, extends
Its service life.
Preferably, described filter includes first level filtering device and two-stage filter, and described two-stage filter is arranged
In described first level filtering device;Described first level filtering device includes base pipe, protection block reinforcement and bag net, and described base pipe is circle
Pipe, described base pipe tube wall has been evenly arranged permeable hole, and described protection block reinforcement is vertically welded on base pipe outer wall, protection gear
Muscle is equally spaced, and described bag net is wrapped on protection block reinforcement and base pipe outer wall, and the scope of the vertical parcel of bag net is more than protection
The scope of block reinforcement, bag net external iron wire is fastened in protection block reinforcement and base pipe outer wall;Described two-stage filter includes
Inner tube, outer tube, dividing plate and filter element, said inner tube and outer tube are pipe, and inner and outer tubes are coaxially disposed, on outer tube wall uniformly
Being disposed with permeable hole, outer tube top is provided with suspension ring, and described dividing plate one end is fixing with outer wall of inner tube to be connected, and the dividing plate other end is with outer
Inside pipe wall is fixing to be connected, and dividing plate will be divided into multiple chamber between inner tube and outer tube, described filter element is filled in the cavity, chamber
Room upper and lower side is uncovered, for discharging the water after filter element filtering;Described outer tube top is provided with outside annular outwardly
Pipe excrescence, described base pipe is provided with on the base pipe of the annular protruded inwardly from excrescence under excrescence and base pipe, described
Outer tube is passed down through excrescence inner circle on described base pipe, and outer tube excrescence is pressed on base pipe on excrescence, outer pipe bottom pressure
Under described base pipe on excrescence, described base pipe is lined with between excrescence and outer tube excrescence rubber cushion, described base pipe
Lower between excrescence and outer pipe bottom, it is lined with rubber cushion.
Filter in the present invention includes first level filtering device and two-stage filter.Wherein first level filtering device is to silt
Carrying out coarse filtration, be mainly used in filtering out oarse-grained sand, base pipe tube wall has been evenly arranged permeable hole, bag net is wrapped in pipe
Outward, Leachate site first has to filter through the permeable hole two-layer of bag net and base pipe, filters out oarse-grained sand.Cascade filtration fills
Putting and silt is carried out fine straining, be mainly used in filtering out tiny silt, two-stage filter includes inner tube, outer tube, dividing plate and filter
Core, inner tube is coaxially arranged with outside, and dividing plate is the connecting framework of inner tube and outer tube, simultaneously by the space between inner tube and outer tube every
For multiple cavitys, filling filter element in cavity, by such design, making whole two-stage filter is an entirety, structure jail
Gu;Two-stage filter filters mainly by the filter element two-layer in the permeable hole being located on outer tube wall and chamber, and inner pipe wall is not
Arranging permeable hole, chamber upper and lower end is uncovered, after Leachate site enters chamber, along the upper and lower flowing of chamber, arranges from chamber upper and lower end
Go out, by such design, extend Leachate site flow path in filter element, improve filter effect.First level filtering device
Filter opening is relatively big, is not easily blocked, can filter out bulky grain sand, and two-stage filter filter opening is little, easily blocks, and can filter out tiny
Silt, uses the mode of this classified filtering, can more thoroughly filter out sand, can reduce again the probability of plugged filter.
Outer tube is passed down through excrescence inner circle on base pipe, and outer tube excrescence is pressed on base pipe on excrescence, and outer pipe bottom is pressed in base
Under plinth pipe on excrescence, make two-stage filter and first level filtering device combine, and between them, be all lined with rubber cushion,
Being compacted rubber cushion by the deadweight of two-stage filter, good sealing effect, silt will not flow out from gap.Two-stage filter is whole
Body formula designs, and can separate with excrescence under excrescence on base pipe and base pipe easily, can be by being arranged on hanging of outer tube top
Two-stage filter entirety is hung out and is carried out, keeps in repair or changes by ring, again by two-stage filter after cleaning, keep in repair or changing
Hang in bilge well, be used in combination with first level filtering device, thus can extend the service life of filter.
Preferably, described filter element is rustless steel filter element, and the outer wall of said inner tube and dividing plate are provided with consolidating outwardly
Locking member, described fixture is used for fixing described rustless steel filter element;The cross-sectional area of described each chamber is equal.Rustless steel filter element has
Having good strainability, its corrosion resistance, thermostability, resistance to pressure, wearability are good, can meet severe leachate treatment environment,
Its core pore filtering accuracy uniform, accurate, the flow of unit are is big, can improve the efficiency of fine straining, improves filter efficiency, its
Can re-use after cleaning, free of replacement, economize on resources, reduce cost;Leachate site after coarse filtration enters from the permeable hole of outer tube
After entering chamber, along the upper and lower flowing of chamber, through the uncovered discharge of chamber, filter element is susceptible to displacement, conglomeration, and fixture is to rustless steel
Filter element plays fixation, and during filtration, the flowing of water will not make filter element be subjected to displacement, filter element will not conglomeration, thus ensure that filter element
Normal work, improve filter effect;And the cross-sectional area of each chamber is equal, the water yield of turnover chamber is uniform, can enter one
Step promotes the effect and efficiency filtered.
Preferably, the permeable hole of described base pipe is bar hole, and the bar hole of described upper and lower adjacent two rows mutually staggers.
Using bar hole, can meet coarse filtration requirement, upper and lower adjacent two rows mutually stagger, and make permeable hole be more evenly distributed, and filter and enter base
The Leachate site of plinth pipe the most evenly, can promote effect and the efficiency of filtration further.
Preferably, in order to optimize structure, described protection block reinforcement uses antirust round steel, and a diameter of 4mm of described round steel, between round steel
Away from for 20mm.
Preferably, described bag net is nylon yarn bag net.Nylon yarn bag net can filter out oarse-grained sand, reaches coarse filtration
Requirement.
Preferably, described iron wire uses galvanized wire, and it is 10mm that iron wire is wound around spacing.Use galvanized wire, prevent from being wound around
Iron wire rupture because being corroded, cause bag net to come off, simultaneously in order to optimize structure, it is 10mm that iron wire is wound around spacing.
Preferably, the permeable hole of described outer tube is circular port, and left and right two row of described circular port mutually stagger.Use circle
Hole, can meet the requirement of fine straining, and left and right adjacent two row mutually stagger, and make permeable hole be more evenly distributed, enter the Leachate site of chamber
The most evenly, the effect filtered and efficiency are promoted.
Preferably, the discharge area of the permeable hole of described base pipe is more than the discharge area of the permeable hole of described outer tube.Base
The discharge area of the permeable hole of plinth pipe more than the discharge area of permeable hole of outer tube, can guarantee that coarse filtration provides enough water for fine straining
Amount, promotes filter efficiency.
Preferably, described base pipe surfaces externally and internally, the surfaces externally and internally of inner tube, the surfaces externally and internally of outer tube and the surface of permeable hole
All scribble corrosion-resistant coating.The environment of leachate treatment the most all compares badly, and corrosivity is relatively strong, at base pipe surfaces externally and internally, interior
The surfaces externally and internally of pipe, the surfaces externally and internally of outer tube are coated with one layer of anticorrosion with these parts directly contacted with Leachate site of surface of permeable hole
Erosion layer, can reduce the corrosion of filter component, increase the service life.
Accompanying drawing explanation
In order to be illustrated more clearly that the specific embodiment of the invention or technical scheme of the prior art, below will be to specifically
In embodiment or description of the prior art, the required accompanying drawing used is briefly described.In all of the figs, similar element
Or part is typically by the reference mark being similar to.In accompanying drawing, each element or part might not be drawn according to actual ratio.
Fig. 1 is the sectional structure schematic diagram of Calx karst region of the present invention Leachate site regulator control system;
Fig. 2 is the D-D sectional view of Fig. 1;
Fig. 3 is the sectional structure schematic diagram of the filter of Calx karst region of the present invention Leachate site regulator control system;
Fig. 4 is the A-A sectional view of Fig. 3;
Fig. 5 is the B-B sectional view of Fig. 3;
Fig. 6 is the C-C sectional view of Fig. 3;
Fig. 7 is base pipe and the two-stage filter of the filter of Calx karst region of the present invention Leachate site regulator control system
In conjunction with structural representation;
Fig. 8 is that the structure of the two-stage filter of the filter of Calx karst region of the present invention Leachate site regulator control system is shown
It is intended to.
Reference:
1-bilge well;2-filtration channel;3-filter;4-first adsorbs looped network;5-second adsorbs looped network;
11-wall casing;12-water-permeable pipe;21-gripper shoe;31-base pipe;32-protects block reinforcement;33-bag net;34-iron wire;
35-outer tube;36-inner tube;37-chamber;38-dividing plate;39-permeable hole;
Excrescence on 311-base pipe;Excrescence under 312-base pipe;351-outer tube excrescence;352-suspension ring;361-is solid
Locking member.
Detailed description of the invention
Below in conjunction with accompanying drawing, the embodiment of technical solution of the present invention is described in detail.Following example are only used for
Technical scheme is clearly described, is therefore only used as example, and the protection model of the present invention can not be limited with this
Enclose.
As shown in Figure 1-2, in the present embodiment, leachate treatment system is set up based on Calx karst region, this Calx karst
The geologic structure in district is followed successively by silty clay, argillaceous siltstoue and limestone from top to bottom, and wherein silty clay is loosely organized, mud
Matter siltstone compact structure, the hardest, the stalagmite of limestone, clint and solution cavity are more grown.Therefore, bilge well 1 is arranged on
Farinose argillic horizon and argillaceous siltstoue layer, its shaft bottom contact with ash rock stratum, and this bilge well 1 oozes drip for receiving through pretreatment
Liquid, is surrounded with the filtration channel 2 of annular in the bottom of this bilge well 1, and this filtration channel 2 connects with the bottom of bilge well 1, and two
Person is coaxially arranged, and the position that the inner circumferential of this filtration channel 2 connects with bilge well 1 arranges water-permeable pipe 12, at above-mentioned water-permeable pipe 12
Outside is arranged with filter 3, first the most successively and adsorbs looped network 4 and the second absorption looped network 5, wherein the first absorption looped network 5
Including the first micro-strainer, filling diatomite particle in this first micro-strainer, diatomite particle can thin by Leachate site
Small impurities, greasy dirt and chemical substance absorption, purify Leachate site, and the first micro-strainer can play receiving kieselguhr
The effect of grain, facilitates diatomite particle to regularly replace, prevents its adsorption function from weakening;Second absorption looped network includes the second micropore filter
Net, fills activated carbon granule in described second micro-strainer, activated carbon granule can carry out physical absorption to Leachate site, to dispel
The stink of Leachate site, purifies further to Leachate site, and the second micro-strainer can play the work accommodating activated carbon granule
With, facilitate activated carbon granule to regularly replace, prevent its adsorption function from weakening.After Leachate site enters filtration channel 2, first by filtering
Large granular impurity therein is dispelled by device 3, and subsequently into the first absorption looped network 4, diatomite particle can be by therein tiny miscellaneous
Matter, greasy dirt and chemical substance absorption are dispelled, and finally enter the second absorption looped network 5, and activated carbon granule can carry out physics suction to it
Attached, its stink is dispelled, the most incremental, so that the clean-up effect of Leachate site is the most notable.
Due to the Shi Hui rock stratum, bottom surface of filtration channel 2, its solution cavity physically well develops, and water penetration is preferable, and therefore Leachate site passes through
Can directly permeate the ground in solution cavity after filter, import in subsoil water, it is simple to recycling.
It is provided with wall casing 11 in bilge well 1, and uses cement mortar to recharge between wall casing 11 and well bore, dirt can be increased
The stability of well 1, prevents well bore from caving in, and meanwhile, coats cement in the bottom surface of bilge well 1, can prevent from undressed oozing drip
Liquid permeates the ground, and causes underground water pollution.
Being provided with 8 gripper shoes 21 between the end face and bottom surface of filtration channel 2, each gripper shoe 21 includes two pieces vertically
The steel plate in direction, is poured fixing by cement between described two block plates.Use this simple supporting plate structure, not only can in case
Only filtration channel 2 caves in, it is also possible to cost-effective;In filtration channel 2, fill cobble and sandstone simultaneously, can improve further
The intensity of filtration channel, can be played entered water body in filtration channel by the porous space adsorbing contaminant of sandstone surface simultaneously
The effect that one step purifies.
Additionally, due to the water source environment during leachate treatment is complex, the most above-mentioned first micro-strainer and
Two micro-strainers select intensity higher and the preferable stainless steel of corrosion resistance, to improve its service life.
As shown in fig. 3 to 7, described filter includes first level filtering device and two-stage filter, and two-stage filter is arranged
In first level filtering device;First level filtering device includes the base pipe 31 of circle, protection block reinforcement 32 and bag net 33, and base pipe 31 is managed
Being evenly arranged permeable hole 39 on wall, permeable hole 39 is bar hole, and upper and lower adjacent two rows mutually stagger, and protection block reinforcement 32 uses
The antirust round steel of a diameter of 4mm, is vertically welded on base pipe 31 outer wall, and its spacing is 20mm, and bag net 33 is nylon yarn bag net
33, it is wrapped on protection block reinforcement 32 and base pipe 31 outer wall, the scope that bag net 33 vertically wraps up is more than the scope of protection block reinforcement 32,
Bag net 33 external galvanized wire 34 is fastened in protection block reinforcement 32 and base pipe 31 outer wall with 10mm spacing;Cascade filtration fills
Put and include that inner tube 36, outer tube 35, dividing plate 38 and filter element, inner tube 36 and outer tube 35 are pipe, inner tube 36 and outer tube 35 and coaxially set
Putting, outer tube 35 tube wall has been evenly arranged permeable hole 39, permeable hole 39 is circular port, and left and right two row mutually stagger, base pipe
The discharge area of permeable hole 39 is more than the discharge area of the permeable hole 39 of outer tube, and outer tube 35 top is provided with four suspension ring 352, every
Plate 38 one end is fixing with inner tube 36 outer wall to be connected, and dividing plate 38 other end is fixing with outer tube 35 inwall to be connected, and dividing plate 38 is by inner tube 36
Be divided into the equal chamber of multiple cross-sectional area 37 between outer tube 35, filter element use rustless steel filter element, be filled in chamber 37,
Chamber 37 upper and lower side is uncovered, for discharging the water after filter element filtering, the outer wall of inner tube 36 and dividing plate 38 is provided with outwards
Prominent fixture 361, fixture 361 is used for fixing rustless steel filter element, base pipe 31 surfaces externally and internally, the interior appearance of inner tube 36
The surface of face, the surfaces externally and internally of outer tube 35 and permeable hole 39 all scribbles corrosion-resistant coating;Outer tube 35 top is provided with outwardly
Annular outer tube excrescence 351, base pipe 31 is provided with on the ring foundation pipe protruded inwardly from and highlights under excrescence 311 and base pipe
Body 312, outer tube 35 is passed down through excrescence 311 inner circle on base pipe, and outer tube excrescence 351 is pressed in excrescence 311 on base pipe
On, it is pressed under base pipe on excrescence 312 bottom outer tube 35, base pipe is lined with between excrescence 311 and outer tube excrescence 351
Rubber cushion, under base pipe bottom excrescence 312 and outer tube 35 between be lined with rubber cushion.
Wherein first level filtering device carries out coarse filtration to silt, is mainly used in filtering out oarse-grained sand;Base pipe 31 is managed
Being evenly arranged bar shaped permeable hole 39 on wall, upper and lower adjacent two rows mutually stagger, and make permeable hole 39 be more evenly distributed, filter into
Entering the Leachate site of base pipe 31 the most evenly, nylon yarn bag net 33, by protection block reinforcement 32 pad, is wrapped in outside pipe, uses galvanized iron
Silk 34 is fixed, and Leachate site first has to filter through permeable hole 39 two-layer of nylon yarn bag net 33 and base pipe, filters out bulky grain
Sand.Two-stage filter carries out fine straining to silt, is mainly used in filtering out tiny silt, in two-stage filter includes
Pipe 36, outer tube 35, dividing plate 38 and filter element, inner tube 36 is coaxially arranged with outer tube 35, and dividing plate 38 is the connection of inner tube 36 and outer tube 35
Skeleton, is divided into the equal chamber of multiple cross-sectional area 37, by such point simultaneously by the space between inner tube 36 with outer tube 35
Cutting filtration, each chamber 37 water yield is uniform, can promote the effect and efficiency filtered, and fills rustless steel filter element, by this in chamber 37
The design of sample, making whole two-stage filter is an entirety, sound construction;Meanwhile, rustless steel filter element has good filtration
Performance, its corrosion resistance, thermostability, resistance to pressure, wearability are good, can meet severe underground environment, and its core pore is uniformly, accurately
Filtering accuracy, the flow of unit are is big, can improve the efficiency of fine straining, meet system water demand, and it can be again after cleaning
Use, free of replacement, economize on resources, reduce cost;Two-stage filter is mainly by permeable hole 39 He being located on outer tube 35 tube wall
Filter element two-layer in chamber 37 filters, and upper and lower adjacent two row of permeable hole 39 mutually stagger, and make permeable hole 39 be more evenly distributed, enter
Enter the Leachate site of chamber 37 the most evenly;The discharge area of the permeable hole 39 of base pipe is more than the flow surface of the permeable hole 39 of outer tube
Long-pending, can guarantee that coarse filtration provides the enough water yield for fine straining, promote filter efficiency;Inner tube 36 is not provided with permeable hole 39, on chamber 37,
Lower ending opening, after Leachate site enters chamber 37, is flowed to chamber 37 two ends, discharges from chamber 37 upper and lower end, set by such
Meter, extends Leachate site flow path in filter element, improves filter effect, owing to, in filter process, filter element is susceptible to
Displacement, conglomeration, rustless steel filter element is played fixation by fixture 361, and during filtration, the flowing of water will not make filter element be subjected to displacement,
Filter element will not conglomeration, thus ensure that the normal work of filter element, improve filter effect;The environment of leachate treatment the most all than
Relatively severe, corrosivity is relatively strong, at base pipe 31 surfaces externally and internally, the surfaces externally and internally of inner tube 36, the surfaces externally and internally of outer tube 35 and permeable
These parts directly contacted with Leachate site of the surface in hole 39 are coated with one layer of corrosion-resistant coating, can reduce the corrosion of filter component, prolong
Long life.
First level filtering device filter opening is relatively big, is not easily blocked, can filter out bulky grain sand, and two-stage filter filter opening is little,
Easily blocking, can filter out tiny silt, use the mode of this classified filtering, can more thoroughly filter out sand, again can
Reduce the probability of plugged filter.
Outer tube 35 is passed down through excrescence 311 inner circle on base pipe, and outer tube excrescence 351 is pressed in excrescence on base pipe
On 311, be pressed under base pipe on excrescence 312 bottom outer tube 35, by this dismountable mode by two-stage filter and
First level filtering device combines, and in combination with being all lined with rubber cushion between position, is compacted by the deadweight of two-stage filter
Rubber cushion, good sealing effect, silt will not flow out from gap;Two-stage filter and first level filtering device detachably separate, permissible
Two-stage filter entirety is lifted cleaning, keeps in repair or change by the suspension ring 352 arranged by outer tube 35 top, cleans, keeps in repair
Or again two-stage filter is hung in bilge well 1 after changing, it is used in combination with first level filtering device, thus improves
The quality of leachate treatment.
Last it is noted that above example is only in order to illustrate technical scheme, it is not intended to limit;Although
With reference to previous embodiment, the present invention is described in detail, it will be understood by those within the art that: it still may be used
So that the technical scheme described in previous embodiment is modified, or the most some or all of technical characteristic is equal to
Replace;And these amendments or replacement, do not make the essence of appropriate technical solution depart from the model of embodiment of the present invention technical scheme
Enclosing, it all should be contained in the middle of the claim of the present invention and the scope of description.
Claims (10)
1. a Calx karst region Leachate site regulator control system, it is characterised in that:
Including cylindrical bilge well, and it is centered around the filtration channel of the annular of described bilge well bottom outside, this filtration channel
Connect with bottom described bilge well;
Supported by multiple gripper shoes between end face and the bottom surface of described filtration channel;
It is provided with wall casing in described bilge well, uses cement mortar to recharge between described wall casing and sewerage well body, described dirt
Well bottom is provided with water-permeable pipe with the communicating position of filtration channel inner circumferential, and Leachate site enters via described water-permeable pipe tube wall and filters
Passage;
The bottom surface coating cement of described bilge well;
Filling cobble and sandstone in described filtration channel, and be provided with filter in filtration channel, this filter is set in described
Outside water-permeable pipe.
Calx karst region the most according to claim 1 Leachate site regulator control system, it is characterised in that:
Also being arranged with the first absorption looped network outside described water-permeable pipe, this first absorption looped network includes the first micro-strainer, described the
Diatomite particle is filled in one micro-strainer.
Calx karst region the most according to claim 2 Leachate site regulator control system, it is characterised in that:
Also being arranged with the second absorption looped network outside described water-permeable pipe, this second absorption looped network includes the second micro-strainer, described the
Activated carbon granule is filled in two micro-strainers.
Calx karst region the most according to claim 3 Leachate site regulator control system, it is characterised in that:
Described filter, the first absorption looped network and the second absorption looped network three fit the most successively.
Calx karst region the most according to claim 1 Leachate site regulator control system, it is characterised in that:
Described gripper shoe is 8 that circumference is uniform.
Calx karst region the most according to claim 5 Leachate site regulator control system, it is characterised in that:
Described each gripper shoe includes the steel plate of two pieces of vertical directions, is poured fixing between described two block plates by cement.
Calx karst region the most according to claim 4 Leachate site regulator control system, it is characterised in that:
Described first micro-strainer and the second micro-strainer are stainless steel.
Calx karst region the most according to claim 1 Leachate site regulator control system, it is characterised in that:
Described filter includes that first level filtering device and two-stage filter, described two-stage filter are arranged at described one-level mistake
In filter device;
Described first level filtering device includes base pipe, protection block reinforcement and bag net, and described base pipe is pipe, described base pipe tube wall
On be evenly arranged permeable hole, described protection block reinforcement is vertically welded on base pipe outer wall, protection block reinforcement be equally spaced, described
Bag net is wrapped on protection block reinforcement and base pipe outer wall, and the scope of the vertical parcel of bag net is more than the scope of protection block reinforcement, outside bag net
It is fastened in protection block reinforcement and base pipe outer wall with iron wire;
Described two-stage filter includes that inner tube, outer tube, dividing plate and filter element, said inner tube and outer tube are pipe, and inner tube is with outer
Pipe is coaxially disposed, and outer tube wall has been evenly arranged permeable hole, and outer tube top is provided with suspension ring, outside described dividing plate one end is with inner tube
Wall is fixing to be connected, and the dividing plate other end is fixing with outer tube wall to be connected, and dividing plate will be divided into multiple chamber, institute between inner tube and outer tube
Stating filter element to fill in the cavity, chamber upper and lower side is uncovered, for discharging the water after filter element filtering;Described outer tube top
Being provided with annular outer tube excrescence outwardly, described base pipe is provided with on the base pipe of the annular protruded inwardly from prominent
Excrescence under body and base pipe, described outer tube is passed down through excrescence inner circle on described base pipe, and outer tube excrescence is pressed in basis
On pipe on excrescence, outer pipe bottom is pressed under described base pipe on excrescence, excrescence and outer tube excrescence on described base pipe
Between be lined with rubber cushion, be lined with rubber cushion under described base pipe between excrescence and outer pipe bottom.
Calx karst region the most according to claim 8 Leachate site regulator control system, it is characterised in that:
Described filter element is rustless steel filter element, and the outer wall of said inner tube and dividing plate are provided with fixture outwardly, described solid
Locking member is used for fixing described rustless steel filter element;The cross-sectional area of described each chamber is equal.
Calx karst region the most according to claim 8 Leachate site regulator control system, it is characterised in that:
The permeable hole of described base pipe is bar hole, and the bar hole of described upper and lower adjacent two rows mutually staggers.
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CN201610770236.2A CN106277400B (en) | 2016-08-30 | 2016-08-30 | Lime karst region Leachate site regulator control system |
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CN201610770236.2A CN106277400B (en) | 2016-08-30 | 2016-08-30 | Lime karst region Leachate site regulator control system |
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CN106277400A true CN106277400A (en) | 2017-01-04 |
CN106277400B CN106277400B (en) | 2019-08-02 |
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CN111734484A (en) * | 2020-06-18 | 2020-10-02 | 宁波建工建乐工程有限公司 | A prevention come-up device for underground space construction |
CN113444881A (en) * | 2021-06-25 | 2021-09-28 | 南昌大学 | Pipeline that can pre-buried in tombarthite heap leaching field |
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CN203065243U (en) * | 2013-02-19 | 2013-07-17 | 舟山佳宏水处理工程有限公司 | Circular radial artificial wetland |
CN105417702A (en) * | 2015-12-25 | 2016-03-23 | 防城港市嘉和科技服务有限公司 | Decentralized domestic sewage pipeline infiltration system |
CN205187032U (en) * | 2015-11-30 | 2016-04-27 | 中节能(临沂)环保能源有限公司 | Novel collect garbage storehouse filtration liquid device |
CN105665428A (en) * | 2016-02-03 | 2016-06-15 | 天津焜日科技开发有限公司 | Purification treatment device |
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CN203065263U (en) * | 2012-12-27 | 2013-07-17 | 浙江桃花源环保科技有限公司 | Device for treating initial rainwater runoff pollution |
CN203065243U (en) * | 2013-02-19 | 2013-07-17 | 舟山佳宏水处理工程有限公司 | Circular radial artificial wetland |
CN205187032U (en) * | 2015-11-30 | 2016-04-27 | 中节能(临沂)环保能源有限公司 | Novel collect garbage storehouse filtration liquid device |
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CN111734484A (en) * | 2020-06-18 | 2020-10-02 | 宁波建工建乐工程有限公司 | A prevention come-up device for underground space construction |
CN111734484B (en) * | 2020-06-18 | 2021-11-05 | 宁波建工建乐工程有限公司 | A prevention come-up device for underground space construction |
CN113444881A (en) * | 2021-06-25 | 2021-09-28 | 南昌大学 | Pipeline that can pre-buried in tombarthite heap leaching field |
CN113444881B (en) * | 2021-06-25 | 2022-06-21 | 南昌大学 | Pipeline that can pre-buried in tombarthite heap leaching field |
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