CN108773970A - The back-washing method of floatation type comprehensive water treatment device, method for treating water and the equipment - Google Patents
The back-washing method of floatation type comprehensive water treatment device, method for treating water and the equipment Download PDFInfo
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- CN108773970A CN108773970A CN201810535356.3A CN201810535356A CN108773970A CN 108773970 A CN108773970 A CN 108773970A CN 201810535356 A CN201810535356 A CN 201810535356A CN 108773970 A CN108773970 A CN 108773970A
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
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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
- C02F2203/00—Apparatus and plants for the biological treatment of water, waste water or sewage
- C02F2203/008—Mobile apparatus and plants, e.g. mounted on a vehicle
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/14—Maintenance of water treatment installations
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/16—Regeneration of sorbents, filters
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
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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
- C02F7/00—Aeration of stretches of water
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
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- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biological Treatment Of Waste Water (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
- Physical Water Treatments (AREA)
Abstract
The back-washing method of floatation type comprehensive water treatment device, method for treating water and the equipment.Equipment includes：Housing unit (100), culture unit (200), filter element (300) and aeration unit (400), wherein aeration unit (400) carries out Air Exposure to pending water；Filter element (300) is to through aeration unit (400), treated that water is filtered processing；Culture unit (200) is for cultivating aerobic microbiological；Aeration unit (400) includes：Aeration unit (400) is divided into two parts cavity up and down by cloth water chamber (408) ﹑ sealing plates (401) ﹑ pistons (405) ﹑ floating drums (404) ﹑ cloth sink (406), sealing plate (401)；Cloth water chamber (408) is equipped with inlet opening (403) and bypass channel (402)；Cloth sink (406) is equipped with water distribution mouth (407)；Piston (405) is linked together with floating drum (404), and the piston (405) is slided up and down according to water level height where floating drum (404).
Description
The application be the applying date be on April 15th, 2016, application No. is 201610235935.7, entitled " floating
The divisional application of the patent application of the back-washing method of formula comprehensive water treatment device, method for treating water and the equipment ".
Technical field
The present invention relates to a kind of water treatment facilities and method for treating water, at a kind of floatation type integrated water
The back-washing method of reason equipment, method for treating water and the equipment.
Background technology
The object of water process includes mainly natural water and artificial water.For example, water bodies of rivers and lakes, garden landscape water body are supported
Grow water body, fountain, swimming pool, boat paradise etc..These water bodys, majority there are pollutant concentrations relatively low, pollution sources wide variety
Change, the very big feature of water, and mostly have higher requirement to water quality and sanitary condition, while can also hold in use
The continuous artificial or non-artificial pollution generated.It will produce the flood tide waste of water resource due to regularly replacing the water in these water bodys,
Also very high cost is will produce, mostly uses water recycling equipment at present to realize the purification to these water bodys.
Traditional water recycling equipment is affixed in bank (or bank computer room) or pending water body, thus
For the larger water body of the water surface, such as big lake and longer river etc., need that multiple water treatment facilities, a side is arranged
Face increases facility cost, on the other hand also increases the workload of maintenance and cleaning.
Someone considers the water treatment facilities of boat form.For example, in Chinese invention patent ZL00124828.6, disclose
A kind of ship-type air float algae-removing device and method.The ship-type air float algae-removing device on ship by installing a whole set of water treatment process institute
The equipment of use, specifically, including：Carry out the mixed tubular type static mixing reactor of dispensing, the flocculation that connection is integral
Reactor, body refuse slot, contact chamber, separation chamber, downflow weir etc. remove the algae in water body by air supporting principle.From this
From the point of view of scheme disclosed in patent specification, only water treatment facilities installation settings is risen by water pump on ship and waits locating
It within processing equipment in the raw water to ship of reason, is aboard ship handled, then water drains back into water body by treated.Namely
It says, compared to the water recycling equipment for being set to water body bank or being set in water body, program only actually changes
The carriers of water treatment facilities, and do not change the structure and function of the water treatment facilities.Therefore, because the ship as carrier
Load-carrying and the limitations such as volume, the processing capacity for implementing the water treatment facilities that the program obtains is predictably extremely limited.
From the point of view of the data recorded in the patent specification, ranging from 1.0~4.0 cubes ms/h of design discharge, it should say it is very
Difficulty meets the water process demand of the large body such as river and lake, practical especially for the situation that the water quality of staying water is poor
Processing flow often can also reduce.
For another example Chinese invention patent application 201210162107.7 discloses a kind of " boat form sewage based on SBR techniques
The scheme of processing system ", the system is also by the way that SBR water treatment facilities are installed on the hull with Shrinking wheel, to realize
The locomotive function of water treatment facilities, and the facilities such as regulating reservoir, primary sedimentation tank and two heavy ground that can save land setting.But as
Described in the application for a patent for invention specification, the sewage treatment process of the boat form sewage disposal system is by ripe sewage disposal skill
Art Anaerobic Contact aoxidizes and SBR compositions.That is, with regard to water treatment technology itself, using existing mature technology.It is so-called
SBR, i.e. sequencing batch active sludge, full name are sequencing batch reactor (Sequencing Batch Reactor
Activated Sludge Process), abbreviation SBR techniques.SBR be based on the microorganism of suspension growth under aerobic condition
To the technique for the biological wastewater treatment activated sludge process that the pollutants such as organic matter, ammonia, nitrogen in sewage are degraded.Chronologically come
It is run in a manner of intermittent aerating, changes Activated Sludge Growth environment, by the global sewage disposal technology accepted and used extensively.
Five stages of technical process common SBR point：Water inlet, aeration reaction, precipitation (sedimentation), strain water (water outlet), it is idle (stand or
It is standby).
The basic reason that river and lake water quality is deteriorated is that pollutant is discharged into the eutrophication for leading to water, so that such as algae
A large amount of oxygen consumptions biology excessively procreation, water anoxic is caused, to destroy the primordial ecosystem of water body.Therefore, at regard to water cycle
It is a kind of solution of essence by increasing the oxygen content of water body water for the principle of reason.Further, it is possible to using molten
The method of oxygen aeration increases the oxygen content of water body water.
Someone has applied for the scheme for being combined water recycling equipment with dissolved oxygen aerator.For example, in middle promulgated by the State Council
In bright license bulletin CN1297490C, a kind of devices and methods therefor of river and lake water process is disclosed.In the water treatment facilities
In, include device of exhaling the old and inhale the new, be sleeve-shaped, the bottom of inner cylinder connects water inlet pipe, radial uniform between inner cylinder and outer barrel
V-arrangement overflow groove is distributed with, the bottom edge of V-arrangement overflow groove and two upper edges form cascade.Made by contact of the cascade with air
Pernicious gas volatilization in water, and the oxygen in air is dissolved in water, to realize the oxidation, activation and freshization of water.
In another example Chinese utility model patent ZL201320139623.8 discloses a kind of " dissolved oxygen aerator and application
Its water treatment facilities ", by using the drop of the staying water water surface and the breaking water level inside device outside device
Potential energy, come for dissolved oxygen aeration power is provided, but also the movement of device internal water more stablize；Pass through the control of flow of inlet water
The control water surface come inside realization device is basicly stable, to ensure that breaking water level is poor to the water surface elevation of the control water surface, ensures
The space of drop type dissolved oxygen aeration.
Although as previously mentioned, someone consider existing water recycling equipment is combined with hull, do not have
People proposes the scheme for being combined the water treatment facilities including dissolved oxygen aerator with the floatation type carrier of such as hull, does not give
Go out the concrete scheme of the floatation type comprehensive water treatment device based on dissolved oxygen aeration process.
On the other hand, in recent years, the technology using biological means come purified water is also produced.With biological means to sewage into
Row purified treatment is usually participated by two microbial populations, i.e. anaerobe and aerobic microbiological.Wherein, aerobic micro- life
The aerobic process of object needs to be passed through a large amount of compressed airs into treatment sewage from aerobic cesspool bottom, is aerobic in waste water
Microorganism provides enough oxygen, which is also referred to as aeration process, so that aerobic microbiological utilizes, then passes through aerobic micro- life
Object decomposes to remove and reduce the organic pollution and nitrogen phosphorus in water, to realize the purification of water.
For example, in Chinese invention patent application discloses CN104710085A, it is dirty to disclose a kind of efficient AOAS integrations
Water treatment facilities and its technique, the sewage-treatment plant include that the first order reaction sedimentation basin of progress Aerobic Process for Treatment and second order reaction are sunk
Shallow lake pond, and (including air blower, connecting pipe of supplying gas and it is separately positioned on first order reaction sedimentation basin and two level using aerating system
The aeration plate of reaction settling basin bottom) first order reaction sedimentation basin and second order reaction sedimentation basin are aerated.In another example in China
Application for a patent for invention discloses in CN104724817A, discloses a kind of cage type biological carrier, fixed microorganism treating sewage
Device, wherein the cage type biological carrier is made of net cage and the biologic packing material being loaded in the net cage, and is stacked placement
In the treatment tank of the fixed microorganism treating sewage device.
In prior art disclosed in such as above-mentioned patent application, made by the way that treatment tank or sedimentation basin is arranged
The Aerobic Process for Treatment carried out using microorganism is realized for reaction vessel, needs to occupy certain soil near staying water,
The integrated environment around staying water can be destroyed in this way, and landscape water body, urban river etc. are not easy to realize；It also needs to
The generally aeration tube made of steel pipe or plastic tube is laid immediately on aeration tank bottom, the aeration being equipped with by being aerated tube wall
Hole makes quantitative air be dispersed into a large amount of bubble, although simple structure, resistance is small, and bubble mean diameter is big, between gas-liquid
Oxygen transfer efficiency is low, and eyelet is easily by sludge or microorganism clogging；In addition, equipment installation, Jian Xiu ﹑ movements and replacement are both needed to be allowed to dry pond
Interior water, it is extremely inconvenient.
Invention content
At least one in order to solve the above-mentioned technical problem, according to an aspect of the present invention, provide a kind of floatation type synthesis
Water treatment facilities comprising：Housing unit cultivates unit, filter element and aeration unit, wherein aeration unit is to pending
Water carry out Air Exposure；Filter element is to through aeration unit, treated that water is filtered processing；Culture unit is for cultivating
Aerobic microbiological；Unit is cultivated, filter element and aeration unit are set in the nacelle of housing unit.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, through aeration unit treated water or
Person carries out the backwash water that backwash obtains to filter element and is output to culture unit.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, culture unit includes：Filler, aeration
Device and appendix, wherein filler is for adhering to and cultivating aerobic microbiological；Multiple aerators connect to form gas transmission by appendix
The gas conveyed by appendix is output to filler by pipe network, the aerator.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, aerator is arranged in the lower section of filler.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention optionally, on the diaphragm of aerator has miniature
Solarization air cap.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, culture unit are independent closed chamber
Body is provided with gas-liquid separating valve at the top of it.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, culture unit further includes：Store up Ni Qiang ﹑
Inhale Ni Guan ﹑ deposition plates, wherein deposition plate is set to the bottom side of culture unit and is arranged in the gradient；It is equipped in storage mud intracavitary and inhales mud
The dirt sucked from storage mud chamber is discharged for pipe, the dredging tube.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention is optionally cultivated there are one being also set up in unit
Or multiple spoilers.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, aeration unit includes：Cloth Shui Qiang ﹑ are close
It seals plate ﹑ and lives and fill in the floating cylinder ﹑ cloth sinks of ﹑, wherein aeration unit is divided into two parts cavity up and down by sealing plate；Cloth water chamber be equipped with into
Water hole and bypass channel；Cloth sink is equipped with water distribution mouth；Piston is linked together with floating drum, and the piston is according to water level height where floating drum
It slides up and down.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, cloth sink and/or water distribution mouth have V
Shape structure.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, filter element includes：It is one or more groups of
For the filter of Water warfare, one or more filtered water tanks for storing filtered water.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, filter includes：Bu Shui Guan ﹑ Lv Ceng ﹑
Zhi Cheng Ban ﹑ Shen Shui Qi ﹑ distributive pipes, wherein filter is divided into epicoele and cavity of resorption by support plate, and water distributor and filtering layer are set to filtering
Device epicoele, seepage controllor and distributive pipe are set to filter cavity of resorption；Water to be filtered is by water distributor and filtering layer and is set to branch
The water hole of fagging enters filter cavity of resorption；The water that water seepage hole through seepage controllor is collected is input to filtered water tank by distributive pipe.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention optionally cultivates unit, filter element and aeration
Unit forms independent nacelle in the inside of housing unit respectively.
According to another aspect of the present invention, a kind of water treatment system is provided comprising at floatation type integrated water above-mentioned
Manage equipment.
According to another aspect of the invention, a kind of method for treating water is provided comprising：Pending water is aerated
Processing；Processing is filtered to the water after Air Exposure；It will be aerobic for cultivating by the water of Air Exposure or filtration treatment
Microorganism.
Method for treating water according to the ... of the embodiment of the present invention, optionally, Air Exposure, filtration treatment and to aerobic microbiological
Culture be all to be completed in the inside for swimming in the water treatment facilities in water body.
Method for treating water according to the ... of the embodiment of the present invention, optionally, Air Exposure includes：Pending raw water is through trash rack
Enter in cloth water chamber into the upper cavity of aeration unit, and from inlet opening, then is evenly distributed in bypass channel both sides through bypass channel
In the cloth sink of setting, after the lower chamber of aeration unit is dropped to through water distribution mouth.
Method for treating water according to the ... of the embodiment of the present invention, optionally, filtration treatment includes：It is extracted out of aeration unit through exposing
Water after gas cell processing, then it is input to filter；In filter, pass through water hole again by water distributor and through filtering layer diafiltration
Filter cavity of resorption is reached, then distributive pipe is collected and be output to the water seepage hole through seepage controllor, is output in filtered water tank later.
In accordance with a further aspect of the present invention, it provides and a kind of backwash is carried out to floatation type comprehensive water treatment device above-mentioned
Method, including：Water is extracted from the filtered water tank of filter, then the water seepage hole through Fen Shui Guan ﹑ seepage controllors enters filter cavity of resorption；Through
The water that the water hole of support plate setting enters filter epicoele drives the filtrate of filtering layer to loosen or even seethe, and realizes to the clear of filtering layer
It washes, the water cleaned after dirt is transported to by Bu Shui Guan ﹑ blow-off pipes in culture unit together with the dirt cleaned.
Multiple water treatment unit are highly integrateable in one by floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention
In complete set of equipments, has the characteristics that system structure is compact, easy to control, function is concentrated, treating capacity is big, model is used with prodigious
It encloses；Water may be implemented falls the processing functions such as aeration, filtering, microculture, and can realize the unification of filtering precipitation dirt
It collects, centralized processing；It can also realize backwash function, save the process and cost of dismounting cleaning.
Description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, will simply be situated between to the attached drawing of embodiment below
It continues, it should be apparent that, the accompanying drawings in the following description merely relates to some embodiments of the present invention rather than limitation of the present invention.
Fig. 1 schematically shows the top view cross section of floatation type comprehensive water treatment device according to an embodiment of the invention
Figure；
Fig. 2 is the vertical view of floatation type comprehensive water treatment device corresponding with Fig. 1；
Fig. 3 is the vertical view of floatation type comprehensive water treatment device corresponding with Fig. 1；
The corresponding broken section enlarged drawing of Fig. 4 is with Fig. 2 is marked secant D-D；
The corresponding broken section enlarged drawing of Fig. 5 is with Fig. 2 is marked secant E-E；
The corresponding broken section enlarged drawing of Fig. 6 is with Fig. 2 is marked secant F-F；
Fig. 7 schematically shows the primary clustering structure of the filter element of the floatation type comprehensive water treatment device of Fig. 1；
Fig. 8 shows the internal structure example of the valve group of the floatation type comprehensive water treatment device of Fig. 1；
Fig. 9 schematically shows the purifying water process pipeline of the floatation type comprehensive water treatment device of Fig. 1；
Figure 10 schematically shows the blowoff line layout of the floatation type comprehensive water treatment device of Fig. 1.
Specific implementation mode
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
Attached drawing, the technical solution of the embodiment of the present invention is clearly and completely described.Obviously, described embodiment is this hair
Bright a part of the embodiment, instead of all the embodiments.Based on described the embodiment of the present invention, ordinary skill
The every other embodiment that personnel are obtained under the premise of without creative work, shall fall within the protection scope of the present invention.
Unless otherwise defined, the technical term or scientific term used herein should be in fields of the present invention and has
The ordinary meaning that the personage of general technical ability is understood.Used in present patent application specification and claims " the
One ", " second " and similar word are not offered as any sequence, quantity or importance, and are used only to distinguish different
Component part.Equally, the similar word such as "one" or " one " also not necessarily indicates quantity limitation." comprising " or "comprising" etc.
Similar word mean to occur element or object before the word cover the element for appearing in the word presented hereinafter or object and
It is equivalent, and is not excluded for other elements or object.The similar word such as " connection " or " connected " is not limited to physics
Or the connection of machinery, but may include electrical connection, either directly or indirectly."upper", "lower", " left side ",
" right side " etc. is only used for indicating relative position relation, after the absolute position for being described object changes, then the relative position relation
May correspondingly it change.
As previously mentioned, at present not yet it has been proposed that by the drift of water treatment facilities and such as hull including dissolved oxygen aerator
The scheme that floating carrier is combined does not provide the specific side of the floatation type comprehensive water treatment device based on dissolved oxygen aeration process
Case.According to an embodiment of the invention, a kind of floatation type comprehensive water treatment device is provided, by dissolved oxygen aeration process, filtering skill
The water technologies such as art, microbial cleaning integrate, and the water body to carrying the equipment carries out circulating water treatment, and can be real
Now to unified the collecting of filtering precipitation dirt, centralized processing.
The floatation type comprehensive water treatment device is preferably adapted for the river as landscape water body, lake.According to the present invention
The floatation type comprehensive water treatment device of design not by the combination of existing water treatment facilities and hull, but devises a kind of drift
Floating platform, structure are used to carry out the water circular treatment of water body on the whole；Certainly, from the angle of exterior appearance, can also pass through
Increase external structure and decoration, is configured to the moulding of ship.
Fig. 1 schematically shows the vertical view part of floatation type comprehensive water treatment device according to an embodiment of the invention
Cutaway view Amplified image.Fig. 2 is the vertical view of floatation type comprehensive water treatment device corresponding with Fig. 1.It combined with Figure 1 and Figure 2, can be more preferable
Ground understands the structure of floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention.
As depicted in figs. 1 and 2, floatation type comprehensive water treatment device has the shape of similar ship shape.This configuration design one
The appearance that aspect allows for equipment as previously described is not impacted and is destroyed to the whole landscape of handled water body as possible；It is another
Aspect allows for the travelling performance of equipment in water.Optionally, floatation type synthesis water process according to the ... of the embodiment of the present invention is set
It is standby to use other shapes, such as, circle, ellipse, rectangular etc..
As shown in Figure 1, floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, includes mainly：Housing unit
100, cultivate unit 200, filter element 300 and aeration unit 400.
Housing unit 100 is the shell mechanism of water treatment facilities, the other structures for being used to support and accommodating inside equipment.Such as
Preceding described, from the point of view of whole landscape and travelling performance, housing unit 100 can have the shape of similar ship shape, such as Fig. 1
Shown in Fig. 2.Meanwhile housing unit 100 can also have the structure of similar ship housing so that water treatment facilities on the whole with
The mode of similar ship is swum on water body.
Optionally, closed gas cabin can be set in housing unit 100 to increase the overall buoyancy of equipment.The closed gas cabin can be with
Be arranged the front of equipment, middle part either rear portion such as being set the front in housing unit 100, rear portion or middle part side.
For example, in fig. 1 and 2, two closed gas cabins 101 are provided in the front and rear of water treatment facilities housing unit 100, and
Each closed gas cabin 101 is symmetrical basically about the central axes of equipment, can both increase the buoyancy of equipment in this way, can also pass through
Front and back setting and symmetrical structure carry out the balance of stabilizing equipment entirety.Closed gas cabin 101 can be single nacelle, pass through partition board 102
Separate with other nacelle parts inside equipment, can also include the closed gas cabin of multiple sons, from the angle of balance, this is a little close
Hold one's breath cabin can also about shell 100 central axes it is symmetrical.
Alternatively it is also possible to adjust water treatment facilities by the way that water filling cabin is arranged by adjusting water injection rate in water filling cabin
Buoyancy and balance.
Unit 200 is cultivated, filter element 300 and aeration unit 400 can be formed solely in the inside of housing unit 100 respectively
Vertical nacelle is connected to by pipeline (and valve), can both prevent the water in the different purifying water process stages so each other
It is mutually mixed, nacelle can also be utilized to accommodate the buoyancy of the space increase equipment of air.
It is blocked by partition board 102 and partition board 201 and closed gas cabin 101 and filter element 300 respectively to cultivate unit 200,
To form independent cavity.Optionally, culture unit 200 can be airtight cavity, pass through pipeline and other units or nacelle
Connection.
It includes 205 ﹑ fillers of storage mud chamber 202 ﹑ dredging tubes, 203 ﹑ deposition plates, 204 ﹑ aerators, 206 ﹑ snorkels to cultivate unit 200
208.Further as shown in figure 3, deposition plate 204 is set to the bottom side of culture unit 200 and is arranged in the gradient, convenient for will sink in water
Product object is collected into storage mud chamber 202.It stores up and is equipped with dredging tube 203 in mud chamber 202.Dredging tube 203 is by pipeline and may be disposed at culture
Sludge pump 343 (see Fig. 5) connection outside unit 200, the sludge to be sucked from storage mud chamber 202 is in sludge pump 343
It is discharged under effect.Optionally, it is provided with valve 210 on the pipeline between dredging tube 203 and sludge pump 343, for controlling
Make the conducting of the pipeline.
According to an embodiment of the invention, culture unit 200 is in addition to the collection to sludge in water, and prior effect is pair
The culture of microorganism for water process.Microorganism for water process can be usually aerobic microbiological, pass through microorganism
It decomposes to remove and reduce the organic pollution and nitrogen phosphorus in water, to realize the purification of water.Culture for aerobic microbiological
On the one hand need the water environment that microbial reproduction is grown that there is enough oxygen content, on the other hand the water environment preferably will also contain
Sufficient nutrient.
As shown in figure 3, culture unit 200 includes filler 206, aerator 205 and appendix 208.
Filler 206 is for adhering to and cultivating microorganism.Filler 206, which can be used combination and fill out material ﹑ and found body elasticity and fill out, expects that ﹑ is porous outstanding
Floating ball filler etc..Microorganism is attached to the filler as carrier and forms microbial film, during sewage flows through micro- filming,
The effects that biological oxidation occurred in film to the diffusion inside biomembrane by the Xi Fu ﹑ oxygen of organic matter, to sewage into
Row degradation treatment.And microbial reproduction growth can be cultivated simultaneously so that part microorganism is detached from filler and enters in water body water,
Realize larger range of degradation water purification effect.
Multiple aerators 205 by the connection of appendix 208 form gas line network, and (gas line network can have such as round
The shapes such as shape, rectangular), which is set to the lower section of filler 206, to 206 output gas of filler being positioned above, one
Aspect can supply oxygen the aerobic microbiological in filler 206, since gas in water washes away microorganism, make maturation
Microorganism shedded into water from filler 206, further growth and water body is purified, on the other hand can directly to
Dissolved oxygen in water.Aerator 205 is set to the lower part of filler 206, and upward output gas, can also realize and be experienced certainly with gas
To buoyancy-driven gas enter filler 206, improve the efficiency of aeration dissolved oxygen, meanwhile, by appendix 208 and aerator 205
It is set to the lower part (as shown in Figure 3) of water treatment facilities, the center of gravity of equipment entirety can also be reduced, improves monolithic stability degree.It can
Selection of land aerator 205 can also be arranged in the side or top of filler 206 by building gas line network.
Optionally, the gas line network is supplied by the way that the air pump 349 outside culture unit 200 is arranged, institute's supplied gas can
To be device external air, oxygenation air, oxygen etc..Specifically, (can be set to as shown in Figure 1 by controller 346
Filter in unit 300, the other parts in water treatment facilities can also be set) booster air pump 349 generates high pressure gas, and making should
Gas reaches the aerator 205 being connect with the appendix 208 through appendix 208, passes through the aeration on 205 diaphragm of micro-hole aerator
Micro-bubble is discharged in hole, and aeration dissolved oxygen is realized in sewage, enough oxygen is provided for the growth of microorganism.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention is cultivated and is equipped with the micro- life of attachment in unit 200
The filler of object growth, can create the environment of growth of aerobic microorganisms, make aerobic microbiological that can both be attached on filler and grow,
The aerobic microbiological on filler can also be made to split away off to grow in water, efficiently carry out water process.
Optionally, it is provided with gas-liquid separating valve 207 at the top of the closed cabin of culture unit 200, on the one hand can made
It obtains the gas that aerator 205 exports and is discharged into device external, another party from the gas-liquid separating valve 207 after water and filler 206
Face can prevent the water in culture 200 closed cabin of unit from overflowing.Microorganism is cultivated in cultivating unit 200 and processing water can
The other gases that can be generated can also be released from gas-liquid separating valve 207.
Optionally, one or more spoilers 209 (as shown in Figure 1), the spoiler can also be arranged by cultivating in unit 200
209 are distributed in the cavity of culture unit 200, such as are arranged near the water inlet of culture unit 200, which can
To slow down water velocity, dirt impurity in water is promoted gradually to deposit.
As shown in Figs. 1-3, in order to increase microculture amount and water process amount etc., can in the front of water treatment facilities and
Rear portion is respectively provided with culture unit 200.The corresponding broken section enlarged drawing of Fig. 4 is with Fig. 2 is marked secant D-D, can from Fig. 4
To see that one kind of air delivering pipeline is arranged.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention further includes aeration unit 400 and mistake as previously described
Filter unit 300.Wherein, aeration unit 400 is used to carry out Air Exposure to accessing pending water so that accessing pending water connects with air
Dissolved oxygen is obtained in touching, and the pernicious gas in water is exchanged in air；Filter element 300 for will through aeration unit 400 into
Water after row Air Exposure is filtered purification.Further, during carrying out backwash to filter element 300, by backwash
The water (sewage) formed afterwards is injected into culture unit 200, carries out heavy dirty processing above-mentioned and microculture.Specifically,
Filter element 300 is filtered processing to water and retaining has certain filter residue dirt, when carrying out backwash to filter element 300,
By these filter residue wash dirts to culture unit 200, deposition plate 204,202 ﹑ dredging tubes 203 of storage mud chamber etc. on the one hand can be passed through
The heavy dirty processing of ruptured biosolids is partly carried out, on the other hand these filter residue dirts may be that the flourish offer of microorganism is supported
Material.In other words, the connection of the filter element 300 culture unit 200 when carrying out backwash to filter element 300, is cultivated at other times
Unit 200 can work independently, and carry out culture, breeding, growth and release of microorganism etc..
Combined with Figure 1 and Figure 2, it can be seen that the space layout position relationship of aeration unit 400 and filter element 300 and main
Structure.For the scheme of two groups of culture units 200 is respectively set in the front and rear of equipment, it can accordingly be respectively set two
Group aeration unit 400 and filter element 300, and pipeline and valve etc. are correspondingly set.As shown, aeration unit 400 is arranged
Side in 100 inner cavity of apparatus casing, this is because corresponding water inlet may be provided at the side of equipment.
Optionally, in the water inlet of aeration unit 400 or in the water process being connected to the water inlet of aeration unit 400
Trash rack 108 is arranged in equipment water inlet, which can exist the big floating material such as the broken twigs or suspended matter gear
Outside equipment, the object for preventing these big enters inside water treatment facilities, causes pipeline blockage or the failures such as water route is unsmooth.
Optionally, as shown in Figure 1,100 part of shell above aeration unit 400, is arranged manhole 307, it is convenient for personnel
It is overhauled in into equipment compartment body.
The corresponding broken section enlarged drawing of Fig. 5 and Fig. 6 is respectively with Fig. 2 is marked secant E-E and F-F, from Fig. 5 and figure
It can be seen that the further structure of aeration unit 400 in 6.As shown, aeration unit 400 through partition board 351 and other nacelles every
From for independent nacelle (as shown in Figure 1, specifically, partition board 351 can be " L " shape, with the partition board 201 of culture unit 200 and
The corresponding part of shell 100 matches to isolate the nacelle of aeration unit 400).
As shown in fig. 6, aeration unit 400 includes：405 ﹑ floating drums of cloth water chamber 408 ﹑ sealing plates, 401 ﹑ pistons, 404 ﹑ cloth sinks
406.Aeration unit 400 is divided into two parts cavity up and down by sealing plate 401；Cloth water chamber 408 is equipped with inlet opening 403 and bypass channel
402；Cloth sink 406 is equipped with water distribution mouth 407；Piston 405 is linked together with floating drum 404, and according to 404 place water level height of floating drum
It slides up and down.
When floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention floats in staying water, pending raw water
Enter the upper cavity of aeration unit 400 through trash rack 108, and enter in cloth water chamber 408 from inlet opening 403, then through bypass channel
402 are evenly distributed in the cloth sink 406 that 402 both sides of bypass channel are arranged, after through water distribution mouth 407 drop to aeration unit
400 lower chambers.The pernicious gases such as biogas of raw water can be discharged in falling process, caused by cloth sink 406 and water distribution mouth 407
Flow turbulence can also improve the dissolving and diffusion of oxygen, improve the dissolved oxygen aeration capacity of water process, fall waterfall oxygen and improve water quality.
Wait for that water level rises to setting height in aeration unit 400, under the buoyancy of floating drum 404,405 upward sliding of piston blocks cloth
Water hole 403 is to prevent to intake；Otherwise inlet opening 403 intakes, and by gap between piston 405 and inlet opening 403 change come
Automatic adjustment water inlet flow velocity.This structure realized for falling automatically controlling for height of water level, can to falling water flow rise
To the effect of energy-dissipating and rectifying flow.
Optionally, as shown in Figure 5 and Figure 6, cloth sink 406 and/or water distribution mouth 407 are v-shaped structure, pass through V-arrangement cloth in this way
The spilling (as shown in Figure 6) of the mouth of a river 407 can form the at the uniform velocity flow that eminence is fallen.Further, cloth sink 406 and water distribution mouth 407
Respective v-shaped structure is mutually perpendicular in the direction of extension, and this structure is more advantageous to the uniform of each water distribution mouth whereabouts water cloth water.
Optionally, aeration unit 400 can also use the Air Exposure mode fallen except aeration.
Through aeration unit 400, treated that water is extracted by water pump in filter element 300 is filtered processing.
Fig. 1 and Fig. 7 shows the primary clustering structure of filter element 300 from different perspectives.Filter element 300 includes：One
Group or multigroup filter for Water warfare, one or more groups of for filtering, hair etc. is degradable and the impurity of easy blocking pipeline
Hair filter, one or more filtered water tanks for storing filtered water, and corresponding pipeline, valve, threeway, pipe
The accessory parts such as crossing.Specifically, as shown in Figure 1 and Figure 7, filter element 300 includes：301 ﹑ filters of filter, 302 ﹑ valves
317 ﹑ hair filters of door group 320 ﹑ valve groups, 321 ﹑ filtered water tanks, 310 ﹑ hair filters, 325 ﹑ hair filters 335, Graceful
311 ﹑ microorganisms of mouth export 313 ﹑ sludge outlets 341 and each unit technique Lian Jie Guan ﹑ Fa Men ﹑ threeways etc..Filtered water tank 310 is equipped with water
Mouth 326 and the mouth of a river 327.311 one end of clear water output is connected with filtered water tank 310, and the other end is equipped with valve 312.
It will be seen from figure 1 that filter 301 and filter 302, and valve group 320 corresponding with them and valve
Door group 321 and hair filter 317 and hair filter 325, have effectively formed two sets of parallel water filtration treatment paths,
It, can be by the parallel subelement for being filtered processing to water that is arranged with adjusts that is, according to an embodiment of the invention
Quantity, to realize the dilatation and the adjustment for example, by valve to filtration treatment amount optionally of water treatment capacity.Certainly,
Multistage filtering processing can also be realized by serial manner, for example, other hair filters of optional setting are serially connected in hair
In pipeline before or after filter 317 and hair filter 325, to realize that the multistage filtering to impurity such as hairs is handled.
Optionally, serial/parallel and parallel/serial conversion are realized by being controlled pipeline conducting with valve.
More specifically, as shown in fig. 7, being equipped with 303 ﹑ filtering layers of water distributor, 305 ﹑ support plates, 306 ﹑ in filter 301 and 302
308 ﹑ distributive pipes 304 of seepage controllor；301 ﹑ 302 of filter may respectively be independent closed cavity body structure with filtered water tank 310.Optionally,
Filter 301 and 302 is respectively provided with gas-liquid separator 315.Support plate 306 is equipped with water hole 307.Seepage controllor 308, which is equipped with, to be oozed
Water hole 309.
In addition, Fig. 8 shows the internal structure example of valve group.By taking valve group 320 as an example, valve group 320 includes valve
321A ﹑ valve 321B ﹑ valve 321C ﹑ valve 321D ﹑ water pipe 321E ﹑ threeway 321F ﹑ threeways 321G.Wherein, threeway 321F is arranged
Between valve 321A and valve 321B, threeway 321G is arranged between valve 321D and water pipe 321E.
The setting of hair filter mainly consideration will likely block the contaminant filters such as the hair of follow-up pipeline, can not also
Hair filter is set.
The control section of floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention and power section, such as including：
Controller 346,318 ﹑ water pumps of water pump, 324 ﹑ sludge pumps 343 can be arranged in the nacelle of filter element 300, can also be arranged
In other nacelles outside filter element 300, reference number mark here is intended merely to mark conveniently these non-limiting groups
At being partly included in filter element 300.
Based on above-mentioned structure, when carrying out water filtration treatment, for example, water pump 318 and water pump is respectively started in controller 346
324, it (is also extracted out of aeration unit 400 through exposing see Fig. 9) ﹑ hair filters 317 and hair filter 325 through valve 316
Treated the water of gas unit 400, then through water pipe 321E, filter 301 and mistake are entered by threeway 321F ﹑ threeways 321G respectively
Filter 302 is reached by water hole 307 under filter in each filter by water distributor 303 and through the diafiltration of filtering layer 305 again
(internal cavity of filter is divided into epicoele and cavity of resorption to chamber by the support plate 306 where water hole 307, and the support plate can
With for supporting the filtrate of filtering layer 305), distributive pipe 304 is collected and be output to the water seepage hole then through seepage controllor 308, passes through valve
Door 321C is pooled to through the mouth of a river 326 in filtered water tank 310.It is discharged to except equipment eventually by clear water output 311.Carrying out water mistake
When filter processing, remaining connecting pipeline and valve can close.Optionally, filtrate can also be provided in the cavity of resorption of filter,
Wherein by the embedment of seepage controllor 308, and the grain size of the filtrate is more than the diameter of the water seepage hole 309 of seepage controllor 308, does not easily cause and oozes
The water seepage hole 309 of hydrophone 308 blocks.
Fig. 8 is the drawing in side sectional elevation according to the water treatment facilities of the embodiment of the present invention, can therefrom be seen schematically including
The Water warfare pipeline of aeration unit 400, filter element 300.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, by using reasonable efficient filter and pipeline
Layout, while can largely retaining impurities in water, realizes itself backwash to filter.
The backwash operation to filter element can be carried out automatically periodically or according to preset condition, first, by valve 316
It closes, controller 346 starts water pump 318 and extracted from filtered water tank 310 through 328 ﹑ valves of communicating pipe, 330 ﹑ threeways 332 and the mouth of a river 327
Clear water (it can also be from device external injected clear water case 310 that the clear water, which can be through the water that this equipment is handled), then pass through
The water seepage hole 309 of 304 ﹑ seepage controllors 308 of water pipe 321E, valve 321D ﹑ threeway 321G ﹑ distributive pipe enters the cavity of resorption of filter；Through
The loosening of 305 filtrate of filtering layer is driven even to seethe in the water hole 307 that support plate 306 is arranged, dirt is clear in realization filtering layer 305
It washes, the water cleaned after dirt is together with the dirt cleaned then by 303 ﹑ threeway 321F ﹑ valve 321A ﹑ blow-off pipes of water distributor
322 ﹑ threeways 338 are transported to through the mouth of a river 337 in culture unit 200, are that nutritional condition is created in the growth of microorganism.It is carrying out instead
When washing, remaining connecting pipeline and valve can close.
The structure design of water treatment facilities according to the ... of the embodiment of the present invention may be implemented that filter element will be backwashed
The flushing water input culture unit 200 obtained afterwards, directly can also be input to culture unit 200 by the water in aeration unit 400.
Specifically, controller 346 starts pump 336, by 334 ﹑ hair filters 335 (referring to Fig. 7) of valve out of aeration unit 400
The water (pending raw water can also be directly accessed) through Air Exposure is extracted, 339 ﹑ threeways 338 of aqueduct valve and blow-off pipe are passed through
322, through the mouth of a river 337 to culture unit 200.Back-flushing is discharged into culture unit similar to above-mentioned, is also passed through at aeration dissolved oxygen
The water of reason can grow for its microorganism provides enough oxygen and good growing environment.Microorganism in filler by being used as load
Body adheres to form microbial film, during sewage flows through micro- filming, by the Xi Fu ﹑ oxygen of organic matter to the expansion inside biomembrane
The effects that dissipating the biological oxidation to be occurred in film carries out degradation treatment to sewage；It processed water and falls off from filler
Under microorganism through microorganism outlet 313 discharge housing units 100 to water body in, for water body raw water create Water Ecological Recovery item
Part；And microorganism concn in raw water can be improved by waterway circulating, improve Water quality restoration speed and effect.
Figure 10 schematically shows the blowoff line cloth of floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention
Office.Into the sewage of culture unit 200, the water conservancy diversion through spoiler, water flow velocity slows down, and dirt is gradually deposited to storage mud chamber in water
In 202.Sludge pump 343 is periodically started by controller 346 and passes through 341 ﹑ valves of valve 210 ﹑ threeways, 344 ﹑ sewage draining exits, 342 row
Go out housing unit 100 to collecting device (the waterproof storage mud bag etc. for being set to hull outside), is convenient for centralized collection, it is unified
Processing, avoids the secondary pollution to raw water.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, optionally, including intensive treatment unit (does not show
Go out), for in pending water, processing water or treated that water is further processed.Intensive treatment unit can
Including chemicals feed pump and chemical tank, for adding a kind of medicament such as high polymer coagulant, with improve the suspended matter in water, algae,
The water process such as BOD, COD and ammonia nitrogen need the removal rate of the substance removed.Intensive treatment unit can also include ultraviolet traditional thread binding
It sets and/or ultrasonic unit, for killing the bacterium in water and destroying algae spores.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention can be provided dynamic with contained fuel electric generator
Power can also use wind-driven generator to provide power, can also provide power with solar panel.It is burnt with non-fossil fuel
Mode power is provided, can be more environmentally-friendly, and any secondary pollution will not be caused to water body.
Multiple water treatment unit are highly integrateable in one by floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention
In complete set of equipments, has the characteristics that system structure is compact, easy to control, function is concentrated, treating capacity is big, model is used with prodigious
It encloses；Water may be implemented falls the processing functions such as aeration, filtering, microculture, and can realize the unification of filtering precipitation dirt
It collects, centralized processing；It can also realize backwash function, save the process and cost of dismounting cleaning.
Floatation type comprehensive water treatment device according to the ... of the embodiment of the present invention, can be with the ecology that is set in or around water body
Together, common structure manages automatically and the water treatment system of operation for water processing establishment etc..
The above is only the exemplary embodiment of the present invention, protection domain and is not intended to limit the present invention, this hair
Bright protection domain is determined by the attached claims.
Claims (18)
1. a kind of floatation type comprehensive water treatment device,
It is characterised in that it includes：
Housing unit (100), culture unit (200), filter element (300) and aeration unit (400),
Wherein,
The aeration unit (400) carries out Air Exposure to pending water；
The filter element (300) is to through the aeration unit (400), treated that water is filtered processing；
The culture unit (200) is for cultivating aerobic microbiological；
The culture unit (200), the filter element (300) and the aeration unit (400) are set to the housing unit
(100) in nacelle,
Wherein, the aeration unit (400) includes：Cloth water chamber (408) ﹑ sealing plates (401) ﹑ pistons (405) ﹑ floating drums (404) ﹑ cloth
Sink (406),
The aeration unit (400) is divided into two parts cavity up and down by the sealing plate (401)；
The cloth water chamber (408) is equipped with inlet opening (403) and bypass channel (402)；
The cloth sink (406) is equipped with water distribution mouth (407)；
The piston (405) is linked together with the floating drum (404), and the piston (405) is high according to water level where floating drum (404)
It is low to slide up and down.
2. floatation type comprehensive water treatment device according to claim 1, which is characterized in that through the aeration unit (400)
Treated water carries out the backwash water that backwash obtains to the filter element (300) and is output to the culture unit
(200)。
3. floatation type comprehensive water treatment device according to claim 1, which is characterized in that culture unit (200) packet
It includes：Filler (206), aerator (205) and appendix (208),
Wherein,
The filler (206) is for adhering to and cultivating the aerobic microbiological；
Multiple aerators (205) form gas line network by the appendix (208) connection, which will be by
The gas of appendix (208) conveying is output to the filler (206).
4. floatation type comprehensive water treatment device according to claim 3, which is characterized in that aerator (205) setting
Lower section in the filler (206).
5. floatation type comprehensive water treatment device according to claim 3, which is characterized in that the film of the aerator (205)
On piece has miniature solarization air cap.
6. floatation type comprehensive water treatment device according to claim 1, which is characterized in that the culture unit (200) is
Independent airtight cavity is provided with gas-liquid separating valve (207) at the top of it.
7. floatation type comprehensive water treatment device according to claim 1, which is characterized in that the culture unit (200) is also
Including：Storage mud chamber (202) ﹑ dredging tubes (203) ﹑ deposition plates (204),
Wherein,
The deposition plate (204) is set to the bottom side of the culture unit (200) and is arranged in the gradient；
Dredging tube (203) is equipped in the storage mud chamber (202), what which will suck from the storage mud chamber (202)
Dirt is discharged.
8. floatation type comprehensive water treatment device according to claim 7, which is characterized in that in the culture unit (200)
It is additionally provided with one or more spoilers (209).
9. floatation type comprehensive water treatment device according to claim 1, which is characterized in that the cloth sink (406) and/or
The water distribution mouth (407) has v-shaped structure.
10. floatation type comprehensive water treatment device according to claim 1, which is characterized in that filter element (300) packet
It includes：One or more groups of filters (301,302) for Water warfare, one or more filtered water tanks for storing filtered water
(310)。
11. floatation type comprehensive water treatment device according to claim 10, which is characterized in that the filter (301,
302) include：Water distributor (303) ﹑ filtering layers (305) ﹑ support plates (306) ﹑ seepage controllors (308) ﹑ distributive pipes (304),
Wherein,
The filter (301,302) is divided into epicoele and cavity of resorption by the support plate (306), the water distributor (303) and described
Filtering layer (305) is set to filter epicoele, and the seepage controllor (308) and the distributive pipe (304) are set to filter cavity of resorption；
Water to be filtered is by the water distributor (303) and the filtering layer (305) and the mistake for being set to the support plate (306)
Water hole (307) enters the filter cavity of resorption；
The water that water seepage hole through the seepage controllor (308) is collected is input to the filtered water tank (310) by distributive pipe (304).
12. floatation type comprehensive water treatment device according to claim 1, which is characterized in that the culture unit (200),
The filter element (300) and the aeration unit (400) form independent cabin in the inside of the housing unit (100) respectively
Body.
13. a kind of water treatment system, which is characterized in that include the floatation type synthesis according to any one of claim 1-12
Water treatment facilities.
14. a kind of method for treating water, which is characterized in that
Using according to any one of claim 1-12 floatation type comprehensive water treatment device or according to claim 13
The water treatment system carries out water process,
The method for treating water includes：
Air Exposure is carried out to pending water；
Processing is filtered to the water after the Air Exposure；
It will be used to cultivate aerobic microbiological by the water of the Air Exposure or the filtration treatment.
15. method for treating water according to claim 14, which is characterized in that the Air Exposure, the filtration treatment with
And the culture to aerobic microbiological is completed in the inside for swimming in the water treatment facilities in water body.
16. method for treating water according to claim 14, which is characterized in that the Air Exposure includes：Pending raw water
Enter the upper cavity of aeration unit through trash rack, and enter in cloth water chamber from inlet opening, then is evenly distributed to through bypass channel
In the cloth sink of bypass channel both sides setting, after the lower chamber of aeration unit is dropped to through water distribution mouth.
17. method for treating water according to claim 14, which is characterized in that the filtration treatment includes：From aeration unit
It is interior to extract through aeration unit treated water, then it is input to filter；In the filter, oozed by water distributor and through filtering layer
Filter reaches filter cavity of resorption by water hole again, and then distributive pipe is collected and be output to the water seepage hole through seepage controllor, exports later
Into filtered water tank.
18. a kind of method carrying out backwash to floatation type comprehensive water treatment device according to claim 11, feature exist
In, including：Water is extracted from filtered water tank, then the water seepage hole through Fen Shui Guan ﹑ seepage controllors enters filter cavity of resorption；Through being arranged in support plate
Water hole enter the water of filter epicoele the filtrate of filtering layer driven to loosen or even seethe, realize that cleaning to filtering layer, cleaning are dirty
Water after object is transported to by Bu Shui Guan ﹑ blow-off pipes in culture unit together with the dirt cleaned.
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| CN2015104838972 | 2015-08-03 | ||
| CN201510483897 | 2015-08-03 | ||
| CN201610235935.7A CN105668950B (en) | 2015-08-03 | 2016-04-15 | The back-washing method of floatation type comprehensive water treatment device, method for treating water and the equipment |
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| CN201620017408.4U Active CN205347140U (en) | 2015-08-03 | 2016-01-08 | Float formula water treatment facilities |
| CN201620321730.6U Active CN205528306U (en) | 2015-08-03 | 2016-04-15 | Float water processing system that water treatment facilities and this equipment of application are synthesized to formula |
| CN201810535356.3A Active CN108773970B (en) | 2015-08-03 | 2016-04-15 | Floating type comprehensive water treatment equipment, water treatment method and backwashing method of equipment |
| CN201610235935.7A Active CN105668950B (en) | 2015-08-03 | 2016-04-15 | The back-washing method of floatation type comprehensive water treatment device, method for treating water and the equipment |
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| CN201620321730.6U Active CN205528306U (en) | 2015-08-03 | 2016-04-15 | Float water processing system that water treatment facilities and this equipment of application are synthesized to formula |
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| CN205419988U (en) * | 2015-08-03 | 2016-08-03 | 南京天河水环境科技有限公司 | A float formula water treatment facilities that is used for mixing arrangement of water treatment and uses it |
| CN105906108B (en) * | 2016-07-05 | 2018-09-28 | 广西卓远环保科技有限公司 | Sewage disposal system and its treatment process |
| CN106422944B (en) * | 2016-12-08 | 2019-02-15 | 绍兴金楚印染有限公司 | A kind of sewage treatment dosing blender |
| CN107129116B (en) * | 2017-07-03 | 2023-09-19 | 南京天河水环境科技有限公司 | Floating type comprehensive water treatment equipment and water treatment method using same |
| CN107311316A (en) * | 2017-07-26 | 2017-11-03 | 浙江德安科技股份有限公司 | A kind of black and odorous water prosthetic device |
| CN107989010B (en) * | 2017-11-14 | 2021-06-25 | 中国核电工程有限公司 | Movable type skimmer for spent fuel storage pool |
| CN108585265A (en) * | 2018-04-17 | 2018-09-28 | 贵州民族大学 | Lake surface algae treatment process |
| CN108545894A (en) * | 2018-06-22 | 2018-09-18 | 南京天河水环境科技有限公司 | Integrated water treatment equipment |
| CN111573886B (en) * | 2020-05-14 | 2022-07-22 | 李坚涛 | Combined floating type sewage treatment device with treatment agent putting function |
| CN112934024A (en) * | 2021-02-28 | 2021-06-11 | 浙江金象科技有限公司 | Liquefied gas blending tank |
| CN113044999B (en) * | 2021-03-05 | 2022-11-08 | 中建三局绿色产业投资有限公司 | Movable wind energy aeration device for lake treatment |
| CN113582474B (en) * | 2021-09-28 | 2022-01-18 | 苏州立升净水科技有限公司 | River course processing apparatus |
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| JP2009202038A (en) * | 2008-02-26 | 2009-09-10 | Kyuuyama:Kk | Floating body type water purifier by water circulation, filtration, and aeration using photovoltaic power generation |
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| CN2515197Y (en) * | 2001-12-18 | 2002-10-09 | 章永泰 | Floating-bed type sewage purifier with wind energy aeration and biological treatment |
| JP2009202038A (en) * | 2008-02-26 | 2009-09-10 | Kyuuyama:Kk | Floating body type water purifier by water circulation, filtration, and aeration using photovoltaic power generation |
| CN102351308A (en) * | 2011-07-07 | 2012-02-15 | 北京工业大学 | Novel unpowered water decanter for town sewage processing SBR technology |
Also Published As
| Publication number | Publication date |
|---|---|
| CN205347140U (en) | 2016-06-29 |
| CN108773970B (en) | 2021-01-15 |
| CN105668950B (en) | 2018-10-12 |
| CN105668950A (en) | 2016-06-15 |
| CN205419988U (en) | 2016-08-03 |
| CN205528306U (en) | 2016-08-31 |
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