CN106830367A - A kind of purification facility processed for rainwater in river course and/or sewage discharge - Google Patents
A kind of purification facility processed for rainwater in river course and/or sewage discharge Download PDFInfo
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- CN106830367A CN106830367A CN201710170408.7A CN201710170408A CN106830367A CN 106830367 A CN106830367 A CN 106830367A CN 201710170408 A CN201710170408 A CN 201710170408A CN 106830367 A CN106830367 A CN 106830367A
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- 238000000746 purification Methods 0.000 title claims abstract description 44
- 239000010865 sewage Substances 0.000 title claims abstract description 30
- 230000004888 barrier function Effects 0.000 claims abstract description 98
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 53
- 239000010410 layer Substances 0.000 claims description 29
- 238000007667 floating Methods 0.000 claims description 12
- 239000002344 surface layer Substances 0.000 claims description 10
- 238000005276 aerator Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 6
- 238000009738 saturating Methods 0.000 claims description 5
- 238000009954 braiding Methods 0.000 claims description 3
- 208000028659 discharge Diseases 0.000 claims 15
- 230000000694 effects Effects 0.000 abstract description 17
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000012545 processing Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 12
- 230000009471 action Effects 0.000 description 6
- 244000005700 microbiome Species 0.000 description 6
- 230000008569 process Effects 0.000 description 6
- 238000005086 pumping Methods 0.000 description 6
- 239000002245 particle Substances 0.000 description 5
- 210000003097 mucus Anatomy 0.000 description 4
- 238000005273 aeration Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 239000003344 environmental pollutant Substances 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002906 microbiologic effect Effects 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 238000009418 renovation Methods 0.000 description 2
- 241000937378 Everettia interior Species 0.000 description 1
- 241000628997 Flos Species 0.000 description 1
- 230000004913 activation Effects 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 230000000844 anti-bacterial effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 244000005706 microflora Species 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 210000000697 sensory organ Anatomy 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000013268 sustained release Methods 0.000 description 1
- 239000012730 sustained-release form Substances 0.000 description 1
- 230000009182 swimming Effects 0.000 description 1
- 238000002834 transmittance Methods 0.000 description 1
- 239000003403 water pollutant Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Classifications
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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
-
- 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
-
- 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
- C02F3/109—Characterized by the shape
-
- 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
- C02F2103/001—Runoff or storm water
-
- 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
-
- 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
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (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)
Abstract
The invention discloses a kind of purification facility processed for rainwater in river course and/or sewage discharge, it includes：At least one of which high water-permeability barrier, at least a portion of the high water-permeability barrier is flexible barrier, and the permeable barrier high is arranged in water and surrounds rainwater and/or the discharge outlet of sewage discharge, forms a high water-permeability enclosure region；At least one baffle plate, the baffle plate setting is between the discharge outlet and the high water-permeability barrier and is located within the high water-permeability enclosure region.The present invention efficiently solves the problems, such as that big flow is put river and causes whole river course black smelly；And purification facility of the invention does not take up an area, is not related to land expropriation cost, implements simple, effect instant effect；Additionally, it is suitable for carrying out water quality precision processing to usually low discharge rain/sewage；And, landscape effect of the present invention is good, and power consumption is low, and operation maintenance is simple.
Description
Technical field
The present invention relates to pollutant abatement technology field, it is more particularly to a kind of for rainwater in river course and/or sewage discharge at
The purification facility of reason.
Background technology
From State Council's issue《Water prevention and cure of pollution action plan》Issued with house town and country construction Bu Deng departments《The smelly water of urban black
Body renovation guide》Since, various regions People's Government prompt action, city black and odorous water renovation is achieved positive enters
Exhibition.
" control source is this, is cut dirty preferential ", " science is diagnosed, and focuses on reparations ", " building pipe to lay equal stress on, reinforcing maintenance " and " comprehensively apply
Control, Coordinate development " four principles embody the systematicness that dirty work is cut in control source, wherein, it is to reduce to enter water pollutant to cut a dirt
Most directly, be also maximally effective measure, but in face of " perennial draingage " of existing discharge outlet, one blocked up be it is unworkable, especially
It is that rain-water drainage mouthful, combined sewerage mouthful are not blocked up, can not blocks up.This be accomplished by investigate and diagnose, find out it is of problems before
Put, suit the remedy to the case, formulate practical and effective measure.
Application publication number is CN106219813A's entitled " rainfall pumping station rainy season puts the black smelly method for treating water in river (river) "
Patent of invention document disclose washed away by storm sewer bed mud, rainwater black silt in a wall disturbance lifting, silt particle slag separate and medicine
Agent sustained release is antibacterial to cut down black smelly water process, but the technique needs additional floor, and investment is high.
Also, the purification facility for rain in river course and/or dirty pipe discharge is there is no at present.
The content of the invention
Regarding to the issue above, the present invention provides a kind of purification facility processed for rainwater in river course and/or sewage discharge,
In the case where short-term section of dirty measure is difficult to realize comprehensively, the present invention can put river floss hole sewage to pumping plant and accordingly be purified
Treatment, realizes quickly eliminating black smelly, to be substantially improved in water quality purpose on sense organ, reduces pumping plant and puts pollution of the river to river course,
And the surface of whole treatment facility is water plant, and with reference to style and features around, overall landscape effect is good.
Technical scheme is as follows：
A kind of purification facility processed for rainwater in river course and/or sewage discharge, it includes：
At least one of which high water-permeability barrier, at least a portion of the high water-permeability barrier is flexible barrier, described high saturating
Water barrier is arranged in water and surrounds rainwater and/or the discharge outlet of sewage discharge, forms a high water-permeability enclosure region；
At least one baffle plate, the baffle plate setting is between the discharge outlet and the high water-permeability barrier and is located at described
Within high water-permeability enclosure region.
The high water-permeability barrier that the present invention is used is small to the iris action of water, is protected while realizing interception particulate pollutant
Card water it is big quickly through, drain discharge, disclosure satisfy that drainage requirement.Specifically, high water-permeability barrier of the invention is being used for
Pumping plant put river process when, can in time, effectively realize draining, the aggregation of discharge outlet water will not be caused.For example, this is sent out
When bright purification facility is used to put river treatment, high water-permeability barrier of the invention is putting river through barrier speed less than 0.01
Timely, effective draining and purification can be realized when below meter per second.The present invention is not limited the setting number of plies of high water-permeability barrier
Fixed, more than one layer, those skilled in the art under the scheme of the present invention, can according to actual needs select high water-permeability screen
The setting number of plies of barrier.
The present invention is provided with baffle plate, it is thus possible to suitable for big displacement, water velocity sewage disposal occasion high, for example
Pumping plant puts river.
In a preferred embodiment of the invention, the baffle plate enters away from the discharge outlet and near the high water-permeability barrier
Row is fixedly installed.The baffle plate is set near the high water-permeability barrier and away from the discharge outlet, discharge can be reduced
Water enables baffle plate to bear bigger water impact the impulsive force of baffle plate.
In one embodiment of this invention, all flexible barriers of high water-permeability barrier, the baffle plate is soft with described
It is not connected between property barrier.This structure setting causes that purification facility construction of the invention is easier.
In another embodiment of the invention, the part that the high water-permeability barrier corresponds to the baffle plate is rigid screen
Barrier, remainder is flexible barrier, and the baffle plate is connected with each other with the rigid barrier.This structure setting can increase high saturating
The intensity of aqueous barrier and the impact resistance of baffle plate.
In a preferred embodiment of the invention, the flexible barrier includes one or two superficial layer and is arranged on the table
A large amount of compacted fibers silk on surface layer, is provided with a large amount of permeable holes, the filametntary setting direction and water on the superficial layer
Stream direction is parallel or substantially parallel.The superficial layer of the high water-permeability barrier of the invention is used to intercept bulky grain thing, greatly
For intercepting little particle, both have been implemented in combination with the effective interception to particulate pollutant to amount compacted fibers silk, it is ensured that water it is net
Change treatment effect.Specifically, the huge a large amount of compacted fibers silk of specific surface area can provide good attachment place for microorganism, enter
And cause to adhere to the mucus of many microorganisms on filament, small granular suspended matters are by after the filament surface for being rich in mucus, gluing
Liquid is attached to small granular suspended matters surface makes its volume and weight become big, thus little particle is deposited in the high water-permeability barrier
Inside and near.Also, filametntary setting direction is parallel with water (flow) direction or substantially parallel, make the high water-permeability barrier not
Easily block.
In a preferred embodiment of the invention, the superficial layer is formed for braiding, and by being knitted to form a large amount of rule rows
The permeable hole of row, the filament is fixedly installed on the superficial layer.Through inventor it is demonstrated experimentally that through the above way
The superficial layer of the formation and then high water-permeability barrier for being formed is small to the barrier of water, the effect for intercepting particulate matter is good, and is difficult
Block.
In a preferred embodiment of the invention, the high water-permeability barrier sets two-layer, respectively interior barrier and external shield,
The interior barrier and the external shield surround the discharge outlet, and the external shield is arranged on outside the interior barrier.Through
Inventor, can it was verified that it is preferred embodiment to set inside and outside two-layer high water-permeability barrier for most rain sewage disposal
Preferable water process and clean-up effect are realized in realization at a lower cost.
In one embodiment of this invention, the purification facility also includes：Aerator, complex ecological floating bed and carrier,
Wherein：
The aerator is placed within the most high water-permeability barrier of inner side and the height of different layers is permeable
Between property barrier；
The complex ecological floating bed includes the framework being arranged on above the high water-permeability barrier and is arranged on the framework
Interior supporting construction and the plants on surface layer being arranged in the supporting construction；
The carrier is connected to the complex ecological floating bed and sets thereunder, and the carrier is arranged on most inner side
The high water-permeability barrier within and the high water-permeability barrier of different layers between, and the height of the carrier is less than
The depth of water.
Combined with the said equipment by by high water-permeability barrier of the invention, can be realized that more preferably water process and purification are imitated
Really, and plants on surface layer also have beautification and landscape effect.
In one embodiment of this invention, also including guiding gutter, the guiding gutter is arranged at the discharge outlet, for inciting somebody to action
Rainwater and/or sewage are drained within the high water-permeability enclosure region.
Compared with prior art, beneficial effects of the present invention are as follows：
The present invention efficiently solves the problems, such as that big flow is put river and causes whole river course black smelly；And purification of the invention sets
Apply and do not take up an area, be not related to land expropriation cost, implement simple, effect instant effect；Additionally, it is suitable for being put to usually low discharge
River carries out water quality precision processing；And, landscape effect of the present invention is good, and power consumption is low, and operation maintenance is simple.
Brief description of the drawings
Fig. 1 is the horizontal plane structural representation of the purification facility of the embodiment of the present invention；
The vertical direction structural representation that Fig. 2 is set for the purification of the embodiment of the present invention；
Fig. 3 is the horizontal plane structural representation of the purification facility of another implementation method of the invention；
Fig. 4 is the vertical direction structural representation of the purification facility of another implementation method of the invention；
Wherein：Barrier in 1-；2- external shields；3- baffle plates；4- aerators；5- carriers；6- complex ecological floating beds；7- water conservancy diversion
Groove；8- high water-permeability barriers.
Specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.Following examples are only used for citing
Illustrate, rather than limit protection scope of the present invention.
Embodiment
Refer to Fig. 1 and Fig. 2, the present embodiment provide it is a kind of for rainwater in river course and/or sewage discharge process it is net
Changing facility includes：
Two-layer high water-permeability barrier, is designated as interior barrier 1 and external shield 2 respectively, the interior barrier 1 and external shield 2 around
Discharge outlet simultaneously sets gradually, and the interior barrier 1 is arranged on the inner side of the external shield 2, and the interior barrier 1 is near discharge outlet
A high water-permeability enclosure region is formed in river course, the external shield 2 forms high saturating between the interior barrier 1 and the external shield
Aqueous enclosure region, after the rainwater and/or sewage (such as putting river) of the discharge are first processed in the purification facility, then according to
Secondary interior barrier 1 and external shield 2 by high water-permeability enters river course.The interior barrier 1 and all flexible barriers of external shield 2.
The interior barrier 1 and external shield 2 are respectively provided with inside and outside two between superficial layer, and interior surface layers and outer surface layer with a large amount of close
Collection filament；A large amount of permeable holes, and the filametntary setting direction and current side are provided with the surfaces externally and internally layer
To parallel or substantially parallel；The superficial layer is formed for braiding, and by being knitted to form a large amount of regularly arranged permeable holes,
The filament is fixedly installed on the superficial layer；
Baffle plate 3, baffle plate 3 is arranged on the opposite side of the discharge outlet, and positioned at the discharge outlet and the interior barrier 1 it
Between, and set preferably adjacent to the interior barrier 1, it is not connected between the baffle plate 3 and the interior barrier 1.The effect of baffle plate 3 be
Rainwater and/or sewage (for example putting river) enter when in facility, play water conservancy diversion, action of turbulent flow, reduce big flow water to entirely setting
The surge applied, strengthens the impact resistance ability of facility, is especially more suitable for moment big flow, the current of large impact for example put river
Water.
In the present embodiment, purification facility also includes aerator 4, for example, can be aeration tube, and aeration tube is placed on interior
Within barrier 1 and between interior barrier 1 and external shield 2, Fig. 1 is referred to.The setting of aeration tube causes molten in whole purification facility
Solution oxygen is sufficient, there is provided the breeding of water body aerobic microbiological, attachment, the important life condition of activation, and then water body aerobic microbiological
The raising of activity, can accelerate the decomposition of polluter；Aerator 4 can also make the black smelly water of low discharge and bed mud mixing equal simultaneously
It is even, strengthen water treatment.
In the present embodiment, purification facility also includes carrier 5, and carrier 5 is arranged within interior barrier 1 and interior barrier 1 and outer
Between barrier 2, and the height of carrier 5 is less than the depth of water, refers to Fig. 2.Carrier 5 can provide apposition growth environment, thing for microorganism
Transmittance process of the matter in bio-carrier is mainly：It is aerated the oxygen for producing to be dissolved in flowing water layer, is transmitted by adhering to water layer
To carrier biofilm；Organic pollution passes to attachment water layer by flowing water layer, subsequently into carrier biofilm；Biofilm surface
Microorganism is quick, high-efficient purification water quality.
In the present embodiment, purification facility also includes complex ecological floating bed 6, and complex ecological floating bed 6 is arranged on described high saturating
The upper surface in aqueous enclosure region, complex ecological floating bed 6 includes being arranged on outermost framework, the support knot being arranged in framework
Structure such as protection support lattice and the plants on surface layer being arranged on the protection support lattice, the plants on surface layer are described including being arranged on
Basin body on protection support lattice and the plant being planted in the basin body.
In the present embodiment, the connect setting of carrier 5 is in the lower section of the basin body of the plants on surface layer of complex ecological floating bed 6.
The Main Function of plants on surface layer is beautification landscape, and root system of plant can also further absorb polluter, drop
Low stain thing content.
In the present embodiment, purification facility also includes guiding gutter 7, for rainwater and/or sewage for example to be put into river drainage
To in the purification facility.
The action principle of the purification facility is：Rainwater and/or sewage (for example putting river) are drained into by institute by guiding gutter 7
State in purification facility, the width of drainage pipeline and guiding gutter, therefore water are significantly wider than due to the width in high water-permeability enclosure region
The section of stream expands rapidly, and current slow down, big black smelly sediment particle by baffle plate buffering and interior barrier 1 and external shield
Steadily settled after the interception of 2 two-layers；Another part water and small granular suspended matters are (i.e. interior through high water-permeability flexible barrier
Barrier 1 and external shield 2), due to there is many compacted fibers silk inside interior barrier 1 and external shield 2, and the huge fiber of specific surface area
Silk can provide good attachment place for microorganism, and then cause to adhere to the mucus of many microorganisms on filament, and little particle is hanged
Float is deposited in the inside and outside of water penetration flexible barrier after being rich in the filament surface of mucus.The present invention is by interior external screen
Barrier is used in combination, and mainly further strengthens the purification of water quality and bed mud, reduces water pollution, strengthens the protection to river course.
Purification facility of the invention for put river treatment application method it is as follows：The purification facility is arranged on river
In road, when pumping plant puts river, the black smelly water in river will be put by guiding gutter and black smelly mud drains into the interior barrier of the purification facility
Inside, current are covered with whole facility by baffle plate buffering, by the microflora inside facility and it is inside and outside it is double-deck high thoroughly
Enter river course after aqueous flexible barrier treatment.By the above method, although it is black smelly to reach purification facility internal water, enter
The talent for swimming in river course is not influenceed by river is put substantially on seeing, effect of the urban river water without black smelly phenomenon.
In the present embodiment, the fixed form of baffle plate 3 can have multiple choices, for example, can be fixed in river course, or
The position for corresponding to the baffle plate 3 in interior barrier 1 sets a part of rigid barrier, so as to baffle plate 3 is fixed on into the rigid screen
On barrier, or baffle plate 3 is fixed on the framework of complex ecological floating bed 6, every those skilled in the art are in enlightenment of the invention
The baffle plate fixed form that lower combination common sense in the field can be realized, within the scope of the present invention.
In another embodiment of the present invention, as shown in Figure 3 and Figure 4, purification facility only sets a floor height water penetration screen
Barrier 8, remaining corresponding structure of numbering is same as the previously described embodiments.
It should be noted that the shape and set location shown by accompanying drawing in the present invention are only for example rather than limit,
The shape in water penetration of the invention flexibility enclosure region be not limited to it is as depicted square, but can be existing according to different river courses
Shape is adjusted.
The present invention can effectively solve the problem that big flow is put river and causes the black smelly problem in whole river course；And purification of the invention
Facility does not take up an area, is not related to land expropriation cost, implements simple, effect instant effect；Additionally, it is suitable for usually low discharge
The rainwater and/or sewage of discharge carry out water quality precision processing；And, landscape effect of the present invention is good, and power consumption is low, operation maintenance letter
It is single.
Disclosed above is only the preferred embodiment of the present invention.Preferred embodiment does not have all of details of detailed descriptionthe,
It is only described specific embodiment not limit the invention.Obviously, according to the content of this specification, many modifications and change can be made
Change.This specification is chosen and specifically describes these embodiments, be in order to preferably explain principle of the invention and practical application, from
And enable one of ordinary skill in the art well using the present invention.The present invention is only by claims and its four corner and equivalent
The limitation of thing.
Claims (9)
1. a kind of purification facility processed for rainwater in river course and/or sewage discharge, it is characterised in that including：
At least one of which high water-permeability barrier, at least a portion of the high water-permeability barrier is flexible barrier, the permeable screen high
Barrier is arranged in water and surrounds rainwater and/or the discharge outlet of sewage discharge, forms a high water-permeability enclosure region；
At least one baffle plate, the baffle plate setting is between the discharge outlet and the high water-permeability barrier and is located at described high saturating
Within aqueous enclosure region.
It is 2. as claimed in claim 1 to be used for rainwater and/or the purification facility of sewage discharge treatment in river course, it is characterised in that
The baffle plate is fixed setting away from the discharge outlet and near the high water-permeability barrier.
It is 3. as claimed in claim 1 to be used for rainwater and/or the purification facility of sewage discharge treatment in river course, it is characterised in that
The all flexible barriers of high water-permeability barrier, are not connected between the baffle plate and the flexible barrier.
It is 4. as claimed in claim 1 to be used for rainwater and/or the purification facility of sewage discharge treatment in river course, it is characterised in that
The high water-permeability barrier correspond to the baffle plate part be rigid barrier, remainder is flexible barrier, the baffle plate with
The rigid barrier is connected with each other.
It is 5. as claimed in claim 1 to be used for rainwater and/or the purification facility of sewage discharge treatment in river course, it is characterised in that
The flexible barrier includes one or two superficial layer and a large amount of compacted fibers silk being arranged on the superficial layer, the surface
A large amount of permeable holes are provided with layer, the filametntary setting direction is parallel with water (flow) direction or substantially parallel.
It is 6. as claimed in claim 1 to be used for rainwater and/or the purification facility of sewage discharge treatment in river course, it is characterised in that
The superficial layer is formed for braiding, and by being knitted to form a large amount of regularly arranged permeable holes, the filament is fixed and set
Put on the superficial layer.
It is 7. as claimed in claim 1 to be used for rainwater and/or the purification facility of sewage discharge treatment in river course, it is characterised in that
The high water-permeability barrier sets two-layer, respectively interior barrier and external shield, and the interior barrier and the external shield surround institute
Discharge outlet is stated, and the external shield is arranged on outside the interior barrier.
It is 8. as claimed in claim 1 to be used for rainwater and/or the purification facility of sewage discharge treatment in river course, it is characterised in that
Also include：Aerator, complex ecological floating bed and carrier, wherein：
The aerator be placed on most inner side the high water-permeability barrier within and different layers the high water-permeability screen
Between barrier；
The complex ecological floating bed includes the framework being arranged on above the high water-permeability barrier and is arranged in the framework
Supporting construction and the plants on surface layer being arranged in the supporting construction；
The carrier is connected to the complex ecological floating bed and sets thereunder, and the carrier is arranged on the institute of most inner side
State within high water-permeability barrier and the high water-permeability barrier of different layers between, and the carrier height be less than water
It is deep.
It is 9. as claimed in claim 1 to be used for rainwater and/or the purification facility of sewage discharge treatment in river course, it is characterised in that
Also include guiding gutter, the guiding gutter is arranged at the discharge outlet, permeable for rainwater and/or sewage to be drained into the height
Within property enclosure region.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710170408.7A CN106830367A (en) | 2017-03-21 | 2017-03-21 | A kind of purification facility processed for rainwater in river course and/or sewage discharge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710170408.7A CN106830367A (en) | 2017-03-21 | 2017-03-21 | A kind of purification facility processed for rainwater in river course and/or sewage discharge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106830367A true CN106830367A (en) | 2017-06-13 |
Family
ID=59130725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710170408.7A Pending CN106830367A (en) | 2017-03-21 | 2017-03-21 | A kind of purification facility processed for rainwater in river course and/or sewage discharge |
Country Status (1)
| Country | Link |
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| CN (1) | CN106830367A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107129117A (en) * | 2017-07-05 | 2017-09-05 | 中山市中开环保设备制造有限公司 | Ecological filter bed purifying processing device |
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