CN108128904A - A kind of river corridor restoration system of the scientific and technological wetland unit combination of intelligence - Google Patents
A kind of river corridor restoration system of the scientific and technological wetland unit combination of intelligence Download PDFInfo
- Publication number
- CN108128904A CN108128904A CN201810141923.7A CN201810141923A CN108128904A CN 108128904 A CN108128904 A CN 108128904A CN 201810141923 A CN201810141923 A CN 201810141923A CN 108128904 A CN108128904 A CN 108128904A
- Authority
- CN
- China
- Prior art keywords
- river
- wetland
- water
- module
- vertical
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
- C02F2201/007—Modular design
-
- 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
- C02F2203/006—Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Biotechnology (AREA)
- Botany (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The present invention relates to a kind of river corridor restoration systems of the scientific and technological wetland unit combination of intelligence, it is set to river both sides bank and bottom of river channel, on the bank in river, at least one big yield processing unit is set, big yield processing unit includes big yield vertical-flow wetland module, big yield free water surface wetland module, big yield vertical-flow wetland module receives external water and is handled, and will treated is transported in river after water is further processed by big yield free water surface wetland module;It after employing above-mentioned river corridor restoration system, solves the problems, such as that single wetland unit treatment effeciency is not high, is flexibly applied in combination with other a variety of wetland modules, can be applied to the ecological restoration technology on river of different scales, the problem of pollution of river source is complicated;Also the pollution sources that daily weather, storm period moment flow are big, storm period continues different happen suddenly weather conditions and the bursts such as water is big, dry season river water body is few can be coped with respectively.
Description
Technical field
The present invention relates to the Treatment process field of river water pollution, more particularly, to a kind of scientific and technological wetland unit combination of intelligence
River corridor restoration system.
Background technology
As urbanization and industrialization are fast-developing, all there is different degrees of pollution in more and more rivers, no
Timely processing will cause river to develop into black-odor riverway.Traditional river regulation mode mainly includes:1st, rubber dam, lock are built
Dam etc. intercepts the building in river, can intercept the slightly larger floating material of volume, this mode is the Facilities Construction of hardening, to block
Master is truncated into, can not realize the function of river corridor restoration;2nd, mud is cleared up, water is changed in water transfer, the mud precipitated by clearing up river bed
And the sewage in replacement river, the effect for administering river is played, this mode is that single implementation can only solve a stage
Quality problem, the treatment effect duration is shorter, needs periodical implementation;3rd, water treatment system is built by river, builds life
State side slope, after the sewage of the sewage in river and river exchange flow is led to water treatment system, being handled at Ecological Slope
River is discharged into, this mode does not have at present mainly using single means, such as planting, ecological pond, vertical current etc.
Effectively it is applied in combination;4th, physics is aerated, and sludge and river water to bottom of river channel carry out aeration operation, and it is dirty to reach degradation
The purpose of object is contaminated, this mode can only remove less pollutant, and removal efficiency is not high;5th, biological dosing, by into river
Microorganism and chemical agent are added in for eliminating pollutant, this mode easily generates secondary pollution.At present in river regulation
In the process, effective flexible combination is not obtained to more than governing measure, does not form governing system, applicability is relatively narrow, wetland
Part is less, and processing module is single, and degree for the treatment of is not high and effect unobvious, mud are inconvenient to handle, and foul smell problem is difficult to solve
Certainly.
Invention content
The technical problems to be solved by the invention are to provide a kind of in the multi-faceted processing of systematization and intelligence with obvious effects
The river corridor restoration system of scientific and technological wetland unit combination.
The technical scheme adopted by the invention to solve the technical problem is that:A kind of river of the scientific and technological wetland unit combination of intelligence
Ecosystem restoration system is set to river both sides bank and bottom of river channel, and on the bank in the river, setting is at least one big
Water processing unit, the big yield processing unit include the big yield vertical-flow wetland module for treated sewage, are located at
The big yield free water surface wetland module for treated sewage by big yield vertical-flow wetland module, the big yield vertical current
Wetland module receives external water and is handled, and water is further processed by big yield free water surface wetland module by treated
After be transported in river.
Further specifically, the big yield vertical-flow wetland module includes hanging down for handling the rain dirt of rainwater and sewage
Direct current wetland and the river water vertical-flow wetland for handling river water set rain dirty at the rain dirt vertical-flow wetland water inlet
Water dispensing apparatus sets river water water dispensing apparatus at the river water vertical-flow wetland water inlet.
Further specifically, the big yield vertical-flow wetland module is included in the aeration type that bottom increases aerator
Vertical-flow wetland.
It is further specifically, several wet for handling the river bank dispersing type of rain sewage in the setting of the bank in the river
Ground unit.
Further specifically, the river bank dispersing type wetland unit includes dispersing type retention wetland module, dispersing type
Vertical-flow wetland module, dispersing type free water surface wetland module, dispersing type saturated flow wetland module and the retention of vertical current undercurrent are wet
One or more of ground module.
Further specifically, the vertical current undercurrent retention wetland module includes wetland filter bed, positioned at wetland filter bed top
The water-distributing device in portion and the drainage arrangement positioned at wetland filter bed bottom.
Further specifically, adding aerator in the inside of the river bank dispersing type wetland unit.
Further specifically, being aerated saturated flow wetland module in the bottom of river channel setting total flood, described is complete
Submerged aeration saturated flow wetland module includes several and is arranged on bottom of river channel and the saturated flow filter below river water level
Bed and the aerator positioned at saturated flow filter bed bottom.
Further specifically, the aerator includes stretching into the aeration tube of filter bed bottom and gas is passed through aeration
The air blower of pipe uniformly opens stomata in the surrounding of the aeration tube.
Further specifically, the total flood in the bottom of river channel is aerated river water surface above saturated flow wetland module
Several chinampa modules are set.
The beneficial effects of the invention are as follows:After employing above-mentioned river corridor restoration system, solves single wetland unit
The problem for the treatment of effeciency is not high employs a variety of wetland modules and is flexibly applied in combination, can be applied to the river of different scales
The problem of road pollution control, complicated pollution of river source, it can also cope with that daily weather, storm period moment flow be big, storm period respectively
Continue the pollution sources for different happen suddenly weather conditions and the bursts such as water is big, dry season river water body is few.
Description of the drawings
Fig. 1 is the structural representation vertical view of the present invention;
Fig. 2 is the sectional view of the big yield vertical-flow wetland module of the present invention;
Fig. 3 is the vertical current undercurrent retention wetland module sectional view of the present invention;
Fig. 4 is the total flood aeration saturated flow wetland module sectional view of the present invention.
Description of the drawings:1st, river;2nd, river water water dispensing apparatus;3rd, rain dirt water dispensing apparatus;4th, the first river water vertical current is wet
Ground;5th, the second river water vertical-flow wetland;6th, the first rain dirt vertical-flow wetland;7th, the second rain dirt vertical-flow wetland;8th, flood
Measure free water surface wetland module;9th, fresh water pipeline;10th, rain dirt row mouth;11st, dispersing type retention wetland module;12nd, dispersing type is hung down
Direct current wetland module;13rd, dispersing type free water surface wetland module;14th, vertical current undercurrent retention wetland module;15th, dispersing type is satisfied
With stream wetland module;16th, total flood aeration saturated flow wetland module;17th, chinampa module;401st, filter material layer;402nd, it is small
Type air blower;403rd, aeration tube;404th, venthole;1401st, gully-hole;1402nd, collector pipe;1403rd, manual water outlet valve
Door;1404th, flowmeter;1405th, electric flowing restraining valve.
Specific embodiment
The present invention is explained in detail below in conjunction with the accompanying drawings.
River because geographical location, landform, landforms are different, present can land used resource such as vacant lot, lawn, the woods, building account for
Ground ratio is different.When river periphery lawn, the woods are more, and can be used for river corridor restoration land used, the side of being implemented as follows can be used
Method.The river corridor restoration system of the scientific and technological wetland unit combination of a kind of intelligence as shown in Figure 1, may be disposed at 1 both sides bank of river
And bottom of river channel, and at least one big yield processing unit is set for handling river water, river periphery rainwater on 1 bank of river
And sewage.
The big yield processing unit can be selected according to the pollution level of river water, 1 periphery rainwater of river and sewage
Setting when pollution level is lighter, only can set a set of big yield processing unit in the downstream in river 1;When pollution level is heavier
When, it can be along 1 several set big yield processing units of bank key node setting of river.
The big yield processing unit includes the big yield vertical-flow wetland module for treated sewage, positioned at big yield
The big yield free water surface wetland module 8 for treated sewage by vertical-flow wetland module.Big yield vertical-flow wetland module packet
It includes the river water vertical-flow wetland for handling river water and the rain dirt vertical-flow wetland for handling rainwater and sewage, river water is vertical
Stream wetland and rain dirt vertical-flow wetland can set one or more respectively, enter big yield free water surface wetland mould after water outlet
In block 8.Big yield free water surface wetland module 8 can utilize the ground potential difference in-situ reformation of pre-existing topography, on the one hand hang down to big yield
The water outlet of direct current wetland module is further processed, and on the other hand water outlet can be transported in river using the gradient, is provided for river
Hydrodynamic force forms waterway circulating.
When 1 periphery lawn of river, the woods are less, and the land used available for river corridor restoration is less, as shown in Fig. 2,
The filter material layer 401 of above-mentioned big yield vertical-flow wetland module is added into aeration tube 403, aeration tube 403 is L-shaped, L-shaped aeration tube
403 top installing small blast fans 402,403 bottom tube of aeration tube of L-shaped are lying in big yield vertical-flow wetland module filter bed most
Lower section, 403 4 wall of aeration tube of L-shaped uniformly open stomata 404.The aeration tube 403 added can with river water vertical-flow wetland and
Rain dirt vertical-flow wetland is assembled respectively, is formed as aeration type river water vertical-flow wetland and aeration type rain dirt vertical-flow wetland,
Improve the treatment effeciency of big yield vertical-flow wetland module.
In specific implementation process, the downstream area in river 1, by river water by tuber drainage to river water water dispensing apparatus 2,
River water is delivered to by river water vertical-flow wetland by pipeline, river water vertical-flow wetland there are 2, and respectively the first river water vertical current is wet
4 and second river water vertical-flow wetland 5 of ground and intermittent duty, water outlet pass through pipeline to big yield free water surface wetland module 8;
Select 1 water front blowdown of river that plot setting rain dirt water dispensing apparatus 3 is concentrated to collect rain sewage, by pipeline by rain sewage transport to rain
Dirty vertical-flow wetland, rain dirt vertical-flow wetland module have 2, and respectively the first rain dirt vertical-flow wetland 6 and the second rain are dirty vertical
Wetland 7 and intermittent duty are flowed, water outlet passes through pipeline to big yield free water surface wetland module 8.Big yield free water surface wetland
Module 8 according to local tributary transformation or it is individually designed form and form certain gradient, end sets water level regulation weir, will
8 water level of big yield free water surface wetland module is raised, and the water body of big yield free water surface wetland module 8 is enable to flow automatically close to river 1,
Its water outlet connects fresh water pipeline 9, and fresh water pipeline 9 is laid along 1 water (flow) direction of river leads to 1 upstream of river, and water is provided for river water
Power forms waterway circulating.
It, can be mating along River Bank-Line in order to increase the treatment effect to external rain sewage during river corridor restoration
Several river bank dispersing type wetland units (as shown in Figure 1) for being used to handle rain sewage, river bank dispersing type wetland unit is by dividing
Dissipate type retention wetland module 11, dispersing type vertical-flow wetland module 12, dispersing type free water surface wetland module 13, dispersing type saturated flow
One or more of wetland module 15 and vertical current undercurrent retention wetland module 14 are composed;Pass through the dirt of municipal rain
Rain sewage is drained to river bank dispersing type wetland unit and carries out Ecological Disposal by row's mouth 10, natural irrigation canals and ditches, ecological groove, according to institute
The pollution level of the rain sewage collected is different, and flexible combination uses the modules in above-mentioned river bank dispersing type wetland unit,
The ability of system treated sewage can be improved.
Dispersing type retention wetland module 11 is made of one or more retention wetland, " is used with reference to patent applied for technology
In the retention wet land system ZL201711115352.1 " of river regulation, retention wetland mainly includes wetland filter bed, is filtered positioned at wetland
The water-distributing device and the drainage arrangement positioned at wetland filter bed bottom at bed top, water-distributing device connect to detach dirt by water pump
The water quality and quantity regulating device of mud and sewage, water quality and quantity regulating device are intake by sewage device for trapping;Sewage device for trapping
It is sent after the rainfall runoff of retention and sewage are converged to water quality and quantity regulating device and processing is adjusted, filled later by water distribution
It puts and send to the processing of wetland filter bed, be drained into river by the drainage arrangement of wetland filter bed bottom after processing.Water quality and quantity is adjusted
Device by precipitation and the effect separated sludge and sewage of overflow, and pass through different water pumps and pipeline by sludge and
Sewage is delivered to the different wetland filter bed for the treatment of effect respectively.Suitable for river bank municipal rain dirt row mouth 10, natural irrigation canals and ditches, life
The area that the rain dirt collection network such as state groove is intensive, row's mouth is more, sewage flow rate is larger, pollution is more serious uses, main purpose
To handle more serious external sewage and sludge.
Dispersing type vertical-flow wetland module 12 is made of one or more vertical-flow wetland, suitable for river bank municipal
The rain dirt collection network comparatively denses such as rain dirt row mouth 10, natural irrigation canals and ditches, ecological groove, row's mouth dispersion, but local pollution compared with
Area more, that sewage flow rate is larger, pollution is more serious uses, and can be concentrated use in.
Dispersing type free water surface wetland module 13 is made of one or more free water surface wetland, suitable for river bank municipal
Rain dirt collection network distribution uniform, row's mouths such as rain dirt row mouth 10, natural irrigation canals and ditches, ecological groove are more, pollutant component is single,
The area that sewage flow rate is larger, pollution is lighter uses;And it according to the landform of river bank, is combined with the environment on periphery, individually sets
Meter is combined with tributary.
Dispersing type saturated flow wetland module 15 is made of one or more saturated flow wetland, suitable for river bank municipal administration rain
Dirty pipeline distribution is uneven, row's mouth is unevenly distributed, the discharge capacity of sewage is big, pollution compared with it is light, pollutant component is single, need compared with
Long water route time, but without being used during sufficiently large land used, and according to the landform of river bank, be combined with the environment on periphery,
It is individually designed or be combined with tributary.
Vertical current undercurrent retention wetland module 14 as shown in Figure 3 mainly includes wetland filter bed, at the top of wetland filter bed
Water-distributing device and the drainage arrangement positioned at wetland filter bed bottom, water-distributing device can be single tube pipeline water distribution, supervisor and branch pipe
Combined pipeline water distribution, channel water distribution and other one or more of water distribution combinations for being suitable for wetland are formed;Draining
Device includes the collector pipe 1402 that is equipped with of wetland filter bed bottom, uniform opener water hole 1401 on 1402 tube wall of collector pipe, collector pipe
1402 extend to the outside of filter bed along water (flow) direction and realize draining, and 1402 communication direction of collector pipe installs manual water outlet valve successively
1403rd, flowmeter 1404, electric flowing restraining valve 1405.The electric flowing restraining valve 1405 is used to that vertical current to be controlled to dive
The water outlet water of stream retention wetland module 14, flowmeter 1404 are used to detect the flow of vertical current undercurrent retention wetland module 14;
When filter bed starts water distribution, electric flowing restraining valve 1405 close, when water distribution height of water level filter bed surface more than 10cm~
During the range of 20cm, electric flowing restraining valve 1405 is opened, and flow rates are controlled in 0.01L/m2S~0.05L/m2·s;
After stability of flow, realization can continuous effluent, and ensure that sewage has enough residence times in wetland, until second of cloth
Water closes electric flowing restraining valve 1405, recycles above operate.The electric flowing controls the 1405 periodic maintenance phase of valve
Between, staff can control the drainage situation of filter bed by manual water outlet valve 1403.The vertical current undercurrent retention wetland
The filter bed upper surface of module 14 can a large amount of water storages, when the big weather of moment flow, the more situation of water need to be handled, filter bed is most
High water storage water level is more than filter bed upper surface 1.2 meters, when dry weather, need to handle the less situation of water, filter bed can keep one
Water level is determined, conducive to plant growth.
During river corridor restoration, river needs to consider the function of in-situ treatment in itself, and the present invention exists as shown in Figure 4
Bottom of river channel setting total flood is aerated saturated flow wetland module 16, and total flood aeration saturated flow wetland module 16 is based on special
The deep development of sharp technology " for handling the saturated flow filter bed ZL201120480893.6 of polluted water body ".Total flood is aerated
Saturated flow wetland module 16 includes several and is arranged on bottom of river channel and the saturated flow filter bed below river water level, saturated flow
Filter bed is additionally arranged at the bottom of aeration tube 403, and aeration tube 403 connects air blower at one end, and 403 even tube wall of aeration tube opens stomata 404,
Dissolved Oxygen in Water content is improved for filter bed bottom.Air blower is opened when river water pollution itself is more serious, increases wetland
Processing capacity.
Meanwhile chinampa module 17, chinampa mould are set on the water surface above total flood aeration saturated flow wetland module 16
Block 17 is made of several ecological floating islands, and the floating material of the water surface can be intercepted, can be covered because making an uproar caused by aeration
Sound and the foul smell problem for covering the non-timely processing generation of river water body.
A kind of river corridor restoration system of the scientific and technological wetland unit combination of intelligence, used wetland module include big yield
Vertical-flow wetland module, big yield free water surface wetland module 8, dispersing type retention wetland module 11, dispersing type vertical-flow wetland mould
Block 12, dispersing type free water surface wetland module 13, dispersing type saturated flow wetland module 15 and vertical current undercurrent retention wetland module
14th, total flood aeration saturated flow wetland module 16 and chinampa module 17;All modules can respectively plant wet according to season difference
Ground plant;Meanwhile 1 scale of river can be combined, can be used alone a certain module, also can above-mentioned at least two module be carried out system
Combination;Each module can be used alone one or more series connection or multiple intervals in parallel use.
Big yield vertical-flow wetland module, dispersing type retention wetland module 11, dispersing type vertical-flow wetland module 12, dispersion
Type free water surface wetland module 13, dispersing type saturated flow wetland module 15 and vertical current undercurrent retention wetland module 14, can increase
If aerator, aerator includes aeration tube 403, small blast fan 402, and 403 even tube wall of aeration tube opens stomata 404;
When water pollution is more serious, can land area it is smaller when, aerator can be opened, increase dissolved oxygen content for water body, improve wet
The treatment effeciency of ground module.
Big yield vertical-flow wetland module, big yield free water surface wetland module 8, dispersing type retention wetland module 11, dispersion
Type vertical-flow wetland module 12,14 filter bed surface of vertical current undercurrent retention wetland module can carry out water storage, can cope with sudden
The more situation of rainstorm weather, sudden external water.
To sum up, pass through a variety of wetlands in a kind of river corridor restoration system of the above-mentioned scientific and technological wetland unit combination of intelligence
Block combiner uses, and solves the problems, such as that single wetland variation effect is not high, can realize that flexible combination uses as needed.
It is emphasized that:It the above is only presently preferred embodiments of the present invention, not the present invention made in any form
Limitation, any simple modification, equivalent change and modification that every technical spirit according to the present invention makees above example,
In the range of still falling within technical solution of the present invention.
Claims (10)
1. a kind of river corridor restoration system of the scientific and technological wetland unit combination of intelligence, is set to river (1) both sides bank and river
Road (1) bottom, which is characterized in that at least one big yield processing unit is set on the bank in the river (1), described is big
Water processing unit includes the big yield vertical-flow wetland module for treated sewage, by big yield vertical-flow wetland module
The big yield free water surface wetland module (8) for treated sewage, the big yield vertical-flow wetland module receive it is external come
Water is handled, and will treated is transported to river (1) after water is further processed by big yield free water surface wetland module (8)
It is interior.
2. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 1, which is characterized in that institute
The big yield vertical-flow wetland module stated is included for handling the rain dirt vertical-flow wetland of rainwater and sewage and for handling river
The river water vertical-flow wetland of water sets rain dirt water dispensing apparatus (3), in the river at the rain dirt vertical-flow wetland water inlet
River water water dispensing apparatus (2) is set at water vertical-flow wetland water inlet.
3. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 1, which is characterized in that institute
The big yield vertical-flow wetland module stated is included in the aeration type vertical-flow wetland that bottom increases aerator.
4. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 1, which is characterized in that
Several river bank dispersing type wetland units for being used to handle rain sewage of bank setting in the river (1).
5. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 4, which is characterized in that institute
The river bank dispersing type wetland unit stated include dispersing type retention wetland module (11), dispersing type vertical-flow wetland module (12),
Dispersing type free water surface wetland module (13), dispersing type saturated flow wetland module (15) and vertical current undercurrent retention wetland module
One or more of (14).
6. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 5, which is characterized in that institute
The vertical current undercurrent retention wetland module (14) stated is including wetland filter bed, the water-distributing device at the top of wetland filter bed and is located at
The drainage arrangement of wetland filter bed bottom.
7. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 5, which is characterized in that
Aerator is added in the inside of the river bank dispersing type wetland unit.
8. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 1, which is characterized in that
River (1) bottom setting total flood is aerated saturated flow wetland module (16), total flood aeration saturated flow
Wetland module (16) including several be arranged on river (1) bottom and saturated flow filter bed below river (1) water level and
Aerator positioned at saturated flow filter bed bottom.
9. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 3,7 or 8, feature
It is, the aerator includes stretching into the aeration tube (403) of filter bed bottom and gas is passed through the small of aeration tube (403)
Type air blower (402) uniformly opens stomata (404) in the surrounding of the aeration tube (403).
10. the river corridor restoration system of the scientific and technological wetland unit combination of intelligence according to claim 8, which is characterized in that
River water surface sets several chinampa moulds above the total flood aeration saturated flow wetland module (16) of described river (1) bottom
Block (17).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810141923.7A CN108128904A (en) | 2018-02-11 | 2018-02-11 | A kind of river corridor restoration system of the scientific and technological wetland unit combination of intelligence |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810141923.7A CN108128904A (en) | 2018-02-11 | 2018-02-11 | A kind of river corridor restoration system of the scientific and technological wetland unit combination of intelligence |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108128904A true CN108128904A (en) | 2018-06-08 |
Family
ID=62431073
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810141923.7A Pending CN108128904A (en) | 2018-02-11 | 2018-02-11 | A kind of river corridor restoration system of the scientific and technological wetland unit combination of intelligence |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108128904A (en) |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101734831A (en) * | 2009-12-29 | 2010-06-16 | 苏州德华生态环境科技有限公司 | Enhanced ecological wetland treatment facility for treating sewage and method thereof |
CN202072577U (en) * | 2010-05-11 | 2011-12-14 | 施怀荣 | Organism and ecology repairing and governing system of blackening and stink and eutrophication water body |
CN202390283U (en) * | 2011-11-28 | 2012-08-22 | 杜建强 | Saturated flow filter bed for processing contaminated water |
CN202594912U (en) * | 2011-11-28 | 2012-12-12 | 杜建强 | Ecological wetland treating system for treating industrial tail water |
CN104098181A (en) * | 2014-06-30 | 2014-10-15 | 同济大学 | Ecological treating method of combined constructed wetland adopting reused water to feed river channel |
CN106045055A (en) * | 2016-07-08 | 2016-10-26 | 武汉理工大学 | Ecological restoration device and method for urban black-odor riverway |
KR20160139594A (en) * | 2015-05-28 | 2016-12-07 | 변찬우 | cyclic-typed restoring system for the ecological environment |
CN106745778A (en) * | 2017-01-12 | 2017-05-31 | 苏州德华生态环境科技股份有限公司 | A kind of water distribution collecting system for being applied to big yield artificial swamp |
CN206783498U (en) * | 2017-06-13 | 2017-12-22 | 绍兴源程环保科技有限公司 | A kind of semi-enclosed river course pond ecological repair system |
CN107500415A (en) * | 2017-10-16 | 2017-12-22 | 苏州德华生态环境科技股份有限公司 | A kind of scientific and technological wetland bank filter system administered for black-odor riverway |
CN107662981A (en) * | 2017-11-13 | 2018-02-06 | 苏州德华生态环境科技股份有限公司 | A kind of retention wet land system for river regulation |
CN208087312U (en) * | 2018-02-11 | 2018-11-13 | 苏州德华生态环境科技股份有限公司 | The river corridor restoration system of intelligence science and technology wetland unit combination |
-
2018
- 2018-02-11 CN CN201810141923.7A patent/CN108128904A/en active Pending
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101734831A (en) * | 2009-12-29 | 2010-06-16 | 苏州德华生态环境科技有限公司 | Enhanced ecological wetland treatment facility for treating sewage and method thereof |
CN202072577U (en) * | 2010-05-11 | 2011-12-14 | 施怀荣 | Organism and ecology repairing and governing system of blackening and stink and eutrophication water body |
CN202390283U (en) * | 2011-11-28 | 2012-08-22 | 杜建强 | Saturated flow filter bed for processing contaminated water |
CN202594912U (en) * | 2011-11-28 | 2012-12-12 | 杜建强 | Ecological wetland treating system for treating industrial tail water |
CN104098181A (en) * | 2014-06-30 | 2014-10-15 | 同济大学 | Ecological treating method of combined constructed wetland adopting reused water to feed river channel |
KR20160139594A (en) * | 2015-05-28 | 2016-12-07 | 변찬우 | cyclic-typed restoring system for the ecological environment |
CN106045055A (en) * | 2016-07-08 | 2016-10-26 | 武汉理工大学 | Ecological restoration device and method for urban black-odor riverway |
CN106745778A (en) * | 2017-01-12 | 2017-05-31 | 苏州德华生态环境科技股份有限公司 | A kind of water distribution collecting system for being applied to big yield artificial swamp |
CN206783498U (en) * | 2017-06-13 | 2017-12-22 | 绍兴源程环保科技有限公司 | A kind of semi-enclosed river course pond ecological repair system |
CN107500415A (en) * | 2017-10-16 | 2017-12-22 | 苏州德华生态环境科技股份有限公司 | A kind of scientific and technological wetland bank filter system administered for black-odor riverway |
CN107662981A (en) * | 2017-11-13 | 2018-02-06 | 苏州德华生态环境科技股份有限公司 | A kind of retention wet land system for river regulation |
CN208087312U (en) * | 2018-02-11 | 2018-11-13 | 苏州德华生态环境科技股份有限公司 | The river corridor restoration system of intelligence science and technology wetland unit combination |
Non-Patent Citations (2)
Title |
---|
杜建强;陈晓娟;皇甫铮;许伟;张灿娟;张瑛;: "潜流型复合人工湿地处理旅游区生活污水", 中国给水排水, vol. 27, no. 02, pages 39 - 41 * |
黄国动;杜建强;张瑛;施博;邢蓓燕;冯桐;: "基于人工湿地的水环境治理和优化技术在太湖流域的应用", 湿地科学与管理, vol. 13, no. 03, pages 11 - 15 * |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111285546B (en) | Storage regulation and purification system and method for controlling rain-sewage confluence overflow pollution | |
CN105906173B (en) | Repair method and device for treating black and odorous river water | |
EP2716607A1 (en) | Hybrid artificial wetland water purification system, sewage treatment device using same, and natural nonpoint purification device capable of simultaneously purifying river and lake water | |
CN106830545A (en) | A kind of combination type wetland drop water aeration sewage disposal system and method | |
CN106976982A (en) | Floating type interim purified in situ device for Drain contamination for river channel mouthful | |
CN107555713A (en) | Cleaning system and method for Drain contamination for river channel risk point | |
CN101830564B (en) | Plant pond bed integrally built constructed wetland sewage disposal system | |
CN104787963A (en) | Self-oxygenation biological filter bed for sewage treatment | |
WO2021098731A1 (en) | Wastewater interception centralized treatment system and treatment method for river channel regulation | |
CN107188379A (en) | A kind of domestic sewage of villages and small towns rural area landscape type total system | |
CN102020399B (en) | U-shaped overflow soil filtration treatment device for domestic sewage | |
CN105601043B (en) | A kind of domestic sewage of villages and small towns ecology microkinetic processing system | |
US11845683B2 (en) | Method and system for vertically utilizing unconventional water source | |
KR20060085876A (en) | Water conservation and improvement method of lake or reservoir and its device | |
CN207047066U (en) | A kind of domestic sewage of villages and small towns rural area landscape type total system | |
CN208087312U (en) | The river corridor restoration system of intelligence science and technology wetland unit combination | |
CN205076891U (en) | Multistage independent assortment formula horizontal undercurrent constructed wetland pollutes water treatment unit | |
CN201501819U (en) | Sewage treatment system utilizing drainage ditch | |
CN103641282B (en) | Method for performing surface slow-rate infiltration land treatment on rural domestic wastewater | |
CN205368052U (en) | Ecological wet land treatment system of dirty waste water low energy consumption in rural area compact community | |
CN207468298U (en) | A kind of scientific and technological wetland bank filter system administered for black-odor riverway | |
CN215855635U (en) | Cascaded rural sewage ecological treatment system | |
CN108128904A (en) | A kind of river corridor restoration system of the scientific and technological wetland unit combination of intelligence | |
CN201873597U (en) | U-type overflowing domestic sewage soil-filtration processing unit | |
CN114685010A (en) | Rural sewage collection and treatment system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |