CN208235679U - The landscape effect lifting system of falling zone - Google Patents
The landscape effect lifting system of falling zone Download PDFInfo
- Publication number
- CN208235679U CN208235679U CN201820292892.0U CN201820292892U CN208235679U CN 208235679 U CN208235679 U CN 208235679U CN 201820292892 U CN201820292892 U CN 201820292892U CN 208235679 U CN208235679 U CN 208235679U
- Authority
- CN
- China
- Prior art keywords
- sprinkle
- falling zone
- landscape effect
- water
- effect lifting
- 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.)
- Active
Links
Abstract
The utility model relates to the Landscape Construction Technology fields of falling zone, and more particularly, to a kind of landscape effect lifting system of falling zone, which includes for collecting the collection system of surface water and rainwater, purification system, transportation system and sprinkle system；Collection system is arranged at the charge for remittance line on abrupt slope, and the downstream of collection system is arranged in purification system, so that the purified system of the water flow of collection system, transportation system are connected with purification system and sprinkle system respectively, so that the water energy of purification system, which enough passes through transportation system, is conveyed to sprinkle system.In this programme, quote surface water and natural precipitation resource, on falling zone surface, sprinkle system is set, so that falling zone surface forms the landscape configuration for being similar to waterfall, and by offseting the processing for falling belt surface, rough surface layer is formed it into, due to the long run supply of water resource, so that falling zone surface forms nature bryophyte communities, to promote the landscape effect of falling zone.
Description
Technical field
The utility model relates to the Landscape Construction Technology fields of falling zone, more particularly, to a kind of landscape effect of falling zone
Lifting system.
Background technique
Falling zone is also known as falling zone, is river, lake, a kind of distinctive phenomenon of reservoir, mainly there are two former for its formation
Cause, first is that seasonal fluctuation in stage, second is that periodical water storage.Falling zone can be divided into scarp, abrupt slope bank, beach sloping bank, platform by the gradient
(rank) bank；Scarp generally refers to the falling zone that the gradient is greater than 75 °；Abrupt slope bank refers generally to 25 ° to 75 ° of the gradient of falling zone；Beach slope
Bank refers generally to falling zone of the gradient at 15 ° to 25 °；Platform (rank) bank refers generally to falling zone of the gradient less than 15 °.Falling zone goes out
It is existing, so that river, lake, the whole landscape effect of reservoir are very poor；
Currently, it is domestic used some technological means and offseted fall band progress revegetation, but it is by the limit of water body fluctuation
System, causes not being widely used yet at present, improve the whole landscape effect of river, lake, reservoir still cannot.
Utility model content
One of the utility model is designed to provide one kind and is not limited by water body fluctuation, and the falling zone that landscape effect is good
Landscape effect lifting system, at least to solve one of the technical problems existing in the prior art.
Another of the utility model is designed to provide a kind of implementation that the landscape effect with above-mentioned falling zone is promoted
Method.
To achieve the goals above, the utility model provides following technical scheme；
The utility model first aspect provide falling zone landscape effect lifting system, including for collect surface water and
Collection system, purification system, transportation system and the sprinkle system of rainwater；
The collection system is arranged at the charge for remittance line on abrupt slope, and the purification system is arranged under the collection system
Trip so that the water of the collection system flows through the purification system, the transportation system respectively with the purification system and sprinkle
System is connected, so that the water energy of the purification system is enough conveyed to the sprinkle system, sprinkle system by the transportation system
Wide bed is located at the surface of falling zone.
In the above-mentioned technical solutions, further, the transportation system includes nature water channel section and artificial nest section, described
One end of natural water channel section is connected with the purification system, and the other end is connected with one end of the artificial nest section, described
The other end of artificial nest section is connected with the sprinkle system.Within the width control 50cm of natural water channel section, height is controlled
Within 40cm, hygrophilous vegetation is transplanted in the two sides of water channel, in addition, the material of artificial nest can select HDPE tubing, internal diameter control
System is between 10-15cm, certainly, can also use the internal diameter of other sizes as needed.
In any of the above-described technical solution, further, one end that the artificial nest is connected with the sprinkle system
It is provided with filter screen.Filter screen can be grid, and aperture 0.5*0.5cm, stainless steel or PVC etc. may be selected in material.
In any of the above-described technical solution, further, the collection system is reservoir, the bottom of pond of the reservoir by
Gravel is laid with, and the laying depth of gravel be 15-20cm, grain size of gravel size be 5-7cm, reservoir size according to
The rainfall and earth's surface discharge water path of region determines.
In any of the above-described technical solution, further, the purification system is artificial swamp, and the artificial swamp is by base
Matter layer, gravel-pack and plant composition；The dimensions of artificial swamp controls within 800 ㎡, deep-controlled in 0.4-
Between 1.6m, length is than control in 3:1 or so.
In any of the above-described technical solution, further, the form of the artificial swamp is horizontal subsurface flow wetland, and wetland is filled out
Charge is gravel, and the partial size of gravel is 4-7cm；Porosity controls between 35%-40%；Or
The hypothallus is made of planting soil, organic matter, plant fiber and non-woven fabrics, and planting soil, organic matter and plant
Ratio between fiber is 30%, 50% and 20%；The thickness of non-woven fabrics can choose 0.2cm；Or
Plant is made of woody with herbaceous plant, and the concrete configuration of plant need to climatic environment according to region and plant
Resource carries out, and reed, calamus, water chestnut, Scirpus tabernaemontani, lotus flower, wild rice stem, Lythrum salicaria, cattail, rush, canna usually may be selected
Deng.
In any of the above-described technical solution, further, the sprinkle system is sprinkle pipeline, phase on the sprinkle pipeline
It is arranged at intervals with multiple drain holes.
In any of the above-described technical solution, further, multiple drain holes are evenly distributed on the sprinkle pipeline,
Sprinkle pipeline can choose HDPE tubing, certainly it is also an option that tubing made of other materials.
In any of the above-described technical solution, further, the internal diameter of the sprinkle pipeline is 5-10cm；And/or
The diameter of the drain hole is 0.5-1.0cm, and the spacing of the adjacent drain hole is 10-15cm.
The utility model second aspect provides the implementation method that a kind of landscape effect of falling zone is promoted, comprising:
Step S1 arranges charge for remittance line；Landform arrangement is carried out to the charge for remittance line and status irrigation canals and ditches implemented in area, removal stops to converge
The oversize rock material and tree root object of water, become natural and tripping charge for remittance line；
Step S2 excavates reservoir；Excavate reservoir in the bottom of charge for remittance line or downstream, the size of reservoir according to
Depending on the charge for remittance amount for implementing ground, shape is according to place situation self-setting, and wherein the excavating depth of reservoir is not more than 3.0m；?
Reservoir bottom of pond is laid with partial size between the gravel of 5-7cm, and the laying depth of gravel is 15-20cm, and bottom of pond is not necessarily to cure process, only
Simple compacting；
Step S3 builds charge for remittance purification system；Artificial swamp is built in reservoir downstream, the control of wetland dimensions exists
It is deep-controlled between 0.4-1.6m within 800 ㎡, length-width ratio 3:1；When building artificial swamp, the earthwork is carried out first
It excavates, forms the regional environment of artificial swamp, and simply tamped to substrate；Then hand-stuff, hole are added into wetland
Porosity is controlled in 35%-40%, between, in favor of the attachment of water body flow and microorganism, promote effects of purification quality；In filler
Surface layer is laid with hypothallus, and hypothallus is made of planting soil, organic matter, plant fiber, mixed proportion 3:5:2；It uses simultaneously
Hypothallus is wrapped with a thickness of the non-woven fabrics of 0.2cm, to prevent and treat the loss of hypothallus；Finally, on the surface of hypothallus
Aquatic or hygrophyte is transplanted, planting density is 10-25 Zhu/㎡；
Step S4 builds water-carriage system；Artificial swamp downstream build water-carriage system, water-carriage system by two sections combination and
At being ecological canal and artificial pipe network respectively；Firstly, excavating irrigation canals and ditches in the end of artificial swamp, irrigation canals and ditches width is controlled in 50cm
Within, height control is within 40cm；Then, aquatic or hygrophyte is transplanted in irrigation canals and ditches two sides, planting density is 6-9 Zhu/㎡；
Finally, in irrigation canals and ditches end laying water pipes, internal diameter of the pipeline is between 10-15cm, and by the end of aqueduct and sprinkle
System is connected, and junction adds the grid that aperture is 0.5*0.5cm, to filter out bulk suspended matter, avoids blocking sprinkle
Device；
Step S5 constructs sprinkle pipeline fixing groove, so that sprinkle pipeline can before being laid with sprinkle pipe network on falling zone
To be fixed in the groove of falling zone；
Step S6 is laid with sprinkle pipe network；It is laid with the sprinkle pipeline that internal diameter is 5-10cm in the trench, and in the upper table of pipeline
It is 0.5-1.0cm that face, which is uniform-distribution with diameter, and pitch of holes is the drain hole of 10-15cm.
By adopting the above technical scheme, the utility model has the following beneficial effects:
The landscape effect lifting system of falling zone provided by the utility model quotes surface water and natural precipitation resource,
Sprinkle system is arranged in falling zone surface, so that falling zone surface forms the landscape configuration for being similar to waterfall, and by offseting
The processing for falling belt surface forms it into rough surface layer, due to the long run supply of water resource, so that falling zone surface is formed
Natural bryophyte communities, to promote the landscape effect of falling zone；In addition, not limited by water body fluctuation, low in cost, landscape is mentioned
Ascending effect is good, and to enter lake, river, library water body purified, effectively reduce the harm of pollution of area source, and reduce water body bottom
The deposition of mud.
The additional aspect and advantage of the utility model will become obviously in following description section, or practical new by this
The practice of type is recognized.
Detailed description of the invention
It below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of the landscape effect lifting system of falling zone provided by the embodiment of the utility model；
Fig. 2 is the structural schematic diagram of the collection system of the landscape effect lifting system of falling zone shown in FIG. 1；
Fig. 3 is the structural schematic diagram of the purification system of the landscape effect lifting system of falling zone shown in FIG. 1；
Fig. 4 is the structural schematic diagram of the transportation system of the landscape effect lifting system of falling zone shown in FIG. 1；
Fig. 5 is the structural schematic diagram of the sprinkle system of the landscape effect lifting system of falling zone shown in FIG. 1.
In figure: 1- collection system；11- gravel；12- water body；13- water (flow) direction；2- purification system；21- xylophyta；
22- hypothallus；23- herbaceous plant；24- wetland filler material；3- transportation system；31- nature water channel section；32- artificial nest section；
33- filter screen；4- sprinkle system；41- drain hole；42- nature slopes；43- high-water line；44- low water line；45- sprinkle pipe
Road；46- scarp falling zone.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.It should be noted that in the absence of conflict, the feature in embodiments herein and embodiment can
To be combined with each other.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
Explanation is further explained to the utility model below with reference to specific embodiment.
Fig. 1 is the structural schematic diagram of the landscape effect lifting system of falling zone provided by the embodiment of the utility model；Fig. 2 is
The structural schematic diagram of the collection system of the landscape effect lifting system of falling zone shown in FIG. 1；Fig. 3 is falling zone shown in FIG. 1
Landscape effect lifting system purification system structural schematic diagram；Fig. 4 is that the landscape effect of falling zone shown in FIG. 1 promotes system
The structural schematic diagram of the transportation system of system；Fig. 5 is the knot of the sprinkle system of the landscape effect lifting system of falling zone shown in FIG. 1
Structure schematic diagram.
Embodiment one
As Figure 1-Figure 5, the landscape effect lifting system of falling zone provided in this embodiment, including for collecting earth's surface
The collection system 1 of water and rainwater, purification system 2, transportation system 3 and sprinkle system 4；
The collection system 1 is arranged at the charge for remittance line on abrupt slope, and the purification system 2 is arranged in the collection system 1
Downstream so that the water of the collection system 1 flows through the purification system 2, the transportation system 3 respectively with the purification system
2 are connected with sprinkle system 4, so that the water energy of the purification system is enough conveyed to the sprinkle system by the transportation system 3
System 4, sprinkle system 4 is laid on the surface of falling zone.
Specifically, 75 ° of scarp falling zone 46 can be greater than mainly for the gradient, selects an implementation region annual precipitation
For 1205mm, when the system is the collection system 1 of rainwater, collection system 1 is reservoir, it is assumed that its catchment area is 1000
㎡, runoff coefficient are chosen for 0.5 based on experience value, are calculated according to formula: W=F*10-3* A*b (in formula: W be slope surface can charge for remittance it is total
Amount, m3；F is local annual precipitation, mm；A is catchment area, m2；B is runoff coefficient, which can refer to the hydrology letter of each department
Breath), be computed slope surface can charge for remittance total amount be 602.5m3If water storage tank depth is 2.5m, water storage pool area is 241 ㎡.Such as figure
Shown in 2, the bottom of pond of the reservoir is laid with by gravel 11, and the laying depth of gravel 11 is 15cm, and 11 partial size of gravel is big
Small is 5cm, as shown in figure 4, the transportation system 3 includes nature water channel section 31 and artificial nest section 32, the nature water channel section
31 one end is connected with the purification system 2, and the other end is connected with one end of the artificial nest section 32, the artificial pipe
The other end of road section 32 is connected with the sprinkle system 4.The width of natural water channel section 31 controls 40cm, and height control exists
Hygrophilous vegetation, the material selection HDPE tubing of artificial nest are transplanted in 30cm, the two sides of water channel, and internal diameter controls between 10cm；Institute
It states one end that artificial nest is connected with the sprinkle system 4 and is provided with filter screen 33.Filter screen 33 can be grid, aperture
For 0.5*0.5cm, material may be selected stainless steel material and be made；As shown in figure 3, the purification system 2 is artificial swamp, the people
Work wetland is made of hypothallus, 11 filled layer of gravel and plant；The dimensions of artificial swamp controls the depth within 700 ㎡
Control is in 1.2m, and for length than control in 3:1, the form of the artificial swamp is horizontal subsurface flow wetland, and wetland filler material 24 is gravel
Stone 11, the partial size of gravel 11 are 4cm；Porosity controls between 35%；In favor of the flowing of water body 12 and the attachment of microorganism, mention
Rise effects of purification quality；The hypothallus is made of planting soil, organic matter, plant fiber and non-woven fabrics, and planting soil, organic matter
Ratio between plant fiber is 30%, 50% and 20%；The thickness of non-woven fabrics can choose 0.2cm；Plant is by woody
Plant 21 and herbaceous plant 23 form, the concrete configuration of plant need to according to the climatic environment of region and plant resources come into
Reed, calamus, water chestnut, Scirpus tabernaemontani, lotus flower, wild rice stem, Lythrum salicaria, cattail, rush, canna etc. usually may be selected in row；Such as Fig. 5
Shown, the sprinkle system 4 is sprinkle pipeline 45, is separately provided with multiple drain holes 41 on the sprinkle pipeline 45, described
The internal diameter of sprinkle pipeline 45 is 5cm, and the diameter of the drain hole 41 is 0.5cm, and the spacing of the adjacent drain hole 41 is 10cm,
Sprinkle pipeline 45 is laid on to the surface of scarp falling zone 46, the herbaceous plant 23 and xylophyta 21 in natural slopes 42
Downstream flow to low water line 44 by high-water line 43, and water body 12 flows to purification system 2 along water (flow) direction 13 from reservoir, then
Nature water channel section 31 and artificial nest section 32 are flowed to, after filtering by filter screen 33, water body 12 is flow to along water (flow) direction 13
Sprinkle pipeline 45 is flow in river and lake or reservoir by 41 sprinkle of drain hole to scarp falling zone 46 along scarp falling zone 46.
Embodiment two
When collection system 1 is earth's surface water collection system 1, reservoir capacity should be not more than 1000m3, the selection of this example
800m3；Depth is no more than 3m, this example chooses 2.5m；Of length no more than 30m, this example choose 20m；Width is no more than 20m,
This example chooses 16m, and the bottom of pond of the reservoir is laid with by gravel 11, and the laying depth of gravel 11 is 20cm, gravel
11 particle sizes are 5cm, and the transportation system 3 includes nature water channel section 31 and artificial nest section 32, the nature water channel section 31
One end be connected with the purification system 2, the other end is connected with one end of the artificial nest section 32, the artificial nest
The other end of section 32 is connected with the sprinkle system 4.The width of natural water channel section 31 controls 50cm, and height is controlled in 40cm,
Hygrophilous vegetation, the material selection HDPE tubing of artificial nest are transplanted in the two sides of water channel, and internal diameter controls between 15cm；It is described artificial
One end that pipeline is connected with the sprinkle system 4 is provided with filter screen 33.Filter screen 33 can be grid, aperture 0.5*
0.5cm, material may be selected stainless steel material be made, the purification system 2 be artificial swamp, the artificial swamp by hypothallus,
11 filled layer of gravel and plant composition；The dimensions control of artificial swamp is in 800 ㎡, and deep-controlled in 1.6m, length is than control
System is horizontal subsurface flow wetland in 3:1, the form of the artificial swamp, and wetland filler material 24 is gravel 11, and the partial size of gravel 11 is
4cm；Porosity controls between 40%；The hypothallus is made of planting soil, organic matter, plant fiber and non-woven fabrics, thick
Degree is 10cm, wherein planting soil: organic matter: plant fiber=3:5:2, nonwoven thickness 2mm, to stop matrix to be lost,
Hypothallus is fixed on the top of the filling bed of material, to prevent the loss of hypothallus；Plant is made of woody with herbaceous plant 23, plants
The concrete configuration of object need to be carried out according to the climatic environment of region and plant resources, and reed, calamus, water chestnut usually may be selected
Shepherd's purse, Scirpus tabernaemontani, lotus flower, wild rice stem, Lythrum salicaria, cattail, rush, canna etc.；The sprinkle system 4 is sprinkle pipeline 45, described
Multiple drain holes 41 are separately provided on sprinkle pipeline 45, the internal diameter of the sprinkle pipeline 45 is 10cm, the drain hole 41
Diameter be 1.0cm, the spacing of the adjacent drain hole 41 is 15cm, and sprinkle pipeline 45 is laid on to the table of scarp falling zone 46
Face.
Embodiment three
Specific implementation method for above example is；
Step S1 arranges charge for remittance line；Landform arrangement is carried out to the charge for remittance line and status irrigation canals and ditches implemented in area, removal stops to converge
The oversize rock material and tree root object of water, become natural and tripping charge for remittance line；
Step S2 excavates reservoir；Excavate reservoir in the bottom of charge for remittance line or downstream, the size of reservoir according to
Depending on the charge for remittance amount for implementing ground, shape is according to place situation self-setting, and wherein the excavating depth of reservoir is not more than 3.0m；?
Reservoir bottom of pond is laid with partial size between the gravel of 5-7cm, and the laying depth of gravel is 15-20cm, and bottom of pond is not necessarily to cure process, only
Simple compacting；
Step S3 builds charge for remittance purification system；Artificial swamp is built in reservoir downstream, the control of wetland dimensions exists
It is deep-controlled between 0.4-1.6m within 800 ㎡, length-width ratio 3:1；When building artificial swamp, the earthwork is carried out first
It excavates, forms the regional environment of artificial swamp, and simply tamped to substrate；Then hand-stuff, hole are added into wetland
Porosity is controlled in 35%-40%, between, in favor of the attachment of water body flow and microorganism, promote effects of purification quality；In filler
Surface layer is laid with hypothallus, and hypothallus is made of planting soil, organic matter, plant fiber, with a thickness of 10cm, wherein planting soil: being had
Machine matter: plant fiber=3:5:2, nonwoven thickness 2mm, to stop matrix to be lost, hypothallus is fixed on the filling bed of material
Top, to prevent the loss of hypothallus；Finally, aquatic or hygrophyte is transplanted on the surface of hypothallus, in the table of hypothallus
Aquatic or hygrophyte, such as reed, calamus, cattail, Lythrum salicaria are transplanted in face, and planting density is 10-25 Zhu/㎡；
Step S4 builds water-carriage system；Artificial swamp downstream build water-carriage system, water-carriage system by two sections combination and
At being ecological canal and artificial pipe network respectively；Firstly, excavating irrigation canals and ditches in the end of artificial swamp, irrigation canals and ditches width is controlled in 50cm
Within, height control is within 40cm；Then, aquatic or hygrophyte is transplanted in irrigation canals and ditches two sides, planting density is 6-9 Zhu/㎡；
Finally, in irrigation canals and ditches end laying water pipes, pipe material is HDPE tubing, and internal diameter of the pipeline, and will be defeated between 10-15cm
The end of waterpipe is connected with sprinkle system, and junction adds the stainless steel grid that aperture is 0.5*0.5cm, to filter out
Bulk suspended matter avoids blocking spraying device；
Step S5 constructs sprinkle pipeline fixing groove, so that sprinkle pipeline can before being laid with sprinkle pipe network on falling zone
To be fixed in the groove of falling zone；
Step S6 is laid with sprinkle pipe network；It is laid with the sprinkle pipeline that internal diameter is 5-10cm in the trench, and in the upper table of pipeline
It is 0.5-1.0cm that face, which is uniform-distribution with diameter, and pitch of holes is the drain hole of 10-15cm.
Specifically, the appearance of falling zone, so that river, lake, the whole landscape effect of reservoir are very poor, although, it is domestic
Used some technological means and offseted and fallen band and carry out revegetation, but it is limited by water body fluctuation, cause at present not yet by
It is widely used, improve the whole landscape effect of river, lake, reservoir still cannot, and provided by the utility model disappear falls
The landscape effect lifting system and its implementation method of band quote surface water and natural precipitation resource, are arranged on falling zone surface and drench
System is spilt, so that falling zone surface forms the landscape configuration for being similar to waterfall, and by offseting the processing for falling belt surface, is made
It forms rough surface layer, due to the long run supply of water resource, so that falling zone surface forms nature bryophyte communities, thus
Promote the landscape effect of falling zone；Low in cost in addition, do not limited by water body fluctuation, it is good that landscape promotes effect, and to entering
Lake, river, library water body purified, effectively reduce the harm of pollution of area source, and reduce the deposition of Sediments.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should
Understand: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of
Technical characteristic is equivalently replaced；And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new
The range of each embodiment technical solution of type.In addition, it will be appreciated by those of skill in the art that although some implementations described herein
Example includes certain features included in other embodiments rather than other feature, but the group of the feature of different embodiments is desirable
Taste within the scope of the utility model and form different embodiments.For example, in claims above, institute
Claimed embodiment it is one of any can in any combination mode come using.It is disclosed in the background technology part
Information is merely intended to deepen the understanding to the general background technology of the utility model, and is not construed as recognizing or with any shape
Formula implies that the information constitutes the prior art known to those skilled in the art.
Claims (10)
1. a kind of landscape effect lifting system of falling zone, which is characterized in that including the collection for collecting surface water and rainwater
System, purification system, transportation system and sprinkle system；
The collection system is arranged at the charge for remittance line on abrupt slope, and the downstream of the collection system is arranged in the purification system,
So that the water of the collection system flows through the purification system, the transportation system respectively with the purification system and sprinkle system
It is connected, so that the water energy of the purification system is enough conveyed to the sprinkle system by the transportation system.
2. the landscape effect lifting system of falling zone according to claim 1, which is characterized in that
The transportation system includes nature water channel section and artificial nest section, one end of the nature water channel section and the purification system
It is connected, the other end is connected with one end of the artificial nest section, the other end of the artificial nest section and the sprinkle system
System is connected.
3. the landscape effect lifting system of falling zone according to claim 2, which is characterized in that
One end that the artificial nest is connected with the sprinkle system is provided with filter screen.
4. the landscape effect lifting system of falling zone according to claim 1, which is characterized in that
The collection system is reservoir, and the bottom of pond of the reservoir is laid with by gravel, and the laying depth of gravel is 15-
20cm。
5. the landscape effect lifting system of falling zone according to claim 1, which is characterized in that
The purification system is artificial swamp, and the artificial swamp is made of hypothallus, gravel-pack and plant.
6. the landscape effect lifting system of falling zone according to claim 5, which is characterized in that
The form of the artificial swamp is horizontal subsurface flow wetland, and wetland filler material is gravel, and the partial size of gravel is 4-7cm；Or
The hypothallus is made of planting soil, organic matter, plant fiber and non-woven fabrics, and planting soil, organic matter and plant fiber
Between ratio be 30%, 50% and 20%；Or
Plant is made of woody with herbaceous plant.
7. the landscape effect lifting system of falling zone according to any one of claim 1 to 6, which is characterized in that
The sprinkle system is sprinkle pipeline, is separately provided with multiple drain holes on the sprinkle pipeline.
8. the landscape effect lifting system of falling zone according to claim 7, which is characterized in that
Multiple drain holes are evenly distributed on the sprinkle pipeline.
9. the landscape effect lifting system of falling zone according to claim 7, which is characterized in that
The internal diameter of the sprinkle pipeline is 5-10cm.
10. the landscape effect lifting system of falling zone according to claim 7, which is characterized in that
The diameter of the drain hole is 0.5-1.0cm, and the spacing of the adjacent drain hole is 10-15cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820292892.0U CN208235679U (en) | 2018-03-01 | 2018-03-01 | The landscape effect lifting system of falling zone |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820292892.0U CN208235679U (en) | 2018-03-01 | 2018-03-01 | The landscape effect lifting system of falling zone |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235679U true CN208235679U (en) | 2018-12-14 |
Family
ID=64587128
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820292892.0U Active CN208235679U (en) | 2018-03-01 | 2018-03-01 | The landscape effect lifting system of falling zone |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208235679U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193759A (en) * | 2018-03-01 | 2018-06-22 | 美丽国土（北京）生态环境工程技术研究院有限公司 | The landscape effect lifting system and its implementation of falling zone |
-
2018
- 2018-03-01 CN CN201820292892.0U patent/CN208235679U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193759A (en) * | 2018-03-01 | 2018-06-22 | 美丽国土（北京）生态环境工程技术研究院有限公司 | The landscape effect lifting system and its implementation of falling zone |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104790346B (en) | Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination | |
| CN211368589U (en) | Compound ecological revetment structure | |
| CN103215920A (en) | Sectored multi-step ecological buffer revetment system | |
| CN103061311B (en) | Beautifying and ecological restoration device and method of urban river hard revetment | |
| CN105220731A (en) | A kind of novel hillside rain water collecting system and mountain torrents, debris flow method | |
| CN103114560B (en) | Method for constructing artificial ecological island in river | |
| CN106193261A (en) | A kind of Collapsible Loess District rain flood harvests step man-made lake system and method for designing | |
| CN103866774A (en) | Ditch pipe network protection body for slope protection and collapsing hill drainage and soil fixation | |
| CN203080471U (en) | Fan-shaped multi-step type ecological buffering type bank protection system | |
| CN108184558A (en) | A kind of submerged plant fixation implantation methods suitable for mountain area property river | |
| CN211972073U (en) | Urban ecological river cross section | |
| CN108298702A (en) | A kind of tea place concentration development zone runoff treatment system | |
| CN104234007B (en) | A kind of river saline-alkali soil levee slope greening method | |
| WO2020094086A1 (en) | Modern water conservation technology and circular agriculture system, and construction method for same | |
| CN107816113A (en) | The Hills runoff that a kind of sewer pipe cellar for storing things combines harvests system and harvests method | |
| CN102926362A (en) | Pollution control and emission reduction method for farmland drainage | |
| CN114223449A (en) | Ecological restoration method for mangrove forest in difficult land | |
| CN207553247U (en) | Recessed greenery patches rainwater utilization and collection system | |
| CN208235679U (en) | The landscape effect lifting system of falling zone | |
| CN203755322U (en) | Channel pipe network guarded body used for slope protection and drainage and soil fixation of slope collapse | |
| CN108467120A (en) | A kind of tea place concentration development zone runoff treatment method | |
| CN208200532U (en) | A kind of tea place concentration development zone runoff treatment system | |
| CN114586591B (en) | River channel ecological management method and system | |
| CN207553248U (en) | The Hills runoff that a kind of sewer pipe cellar for storing things combines harvests system | |
| CN208039181U (en) | A kind of small watershed river water comprehensive treatment system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200415 Address after: 100027, Beijing, Chaoyang District, East Third Ring Road, No. 2, No. 27, Tianyuan port, block B Patentee after: CITIC CONSTRUCTION Co.,Ltd. Address before: 102200 Beiqijia Town, Changping District, Beijing, Changping District, Beiqijia Town, South District of Science City, the East Road, the East Road, the central grain nutrition and Health Research Institute R & D building five layer 516 Patentee before: BEAUTIFUL LAND (BEIJING) ECOLOGICAL ENVIRONMENT ENGINEERING TECHNOLOGY RESEARCH INSTITUTE Co.,Ltd. |
|
| TR01 | Transfer of patent right |