CN210163209U - Water body restoration system applied to river channel - Google Patents
Water body restoration system applied to river channel Download PDFInfo
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- CN210163209U CN210163209U CN201920748226.8U CN201920748226U CN210163209U CN 210163209 U CN210163209 U CN 210163209U CN 201920748226 U CN201920748226 U CN 201920748226U CN 210163209 U CN210163209 U CN 210163209U
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Abstract
The utility model relates to a be applied to water body repair system in river course, including the shore protection body, the shore protection body is the right trapezoid structure, unrestrained heavy water planting district of anti-wind, transition district, emergent water planting district and gravel district have been laid in proper order from low to high in domatic of shore protection body, be provided with the transition district between unrestrained heavy water planting district of anti-wind and the emergent water planting district, be provided with first back up coat on the sloping bottom of shore protection body, also be provided with the second back up coat in the transition district, the height of first back up coat keeps level with the height in unrestrained heavy water planting district of anti-wind and sets up mutually, the height of second back up coat keeps level with the height in emergent water planting district and sets up mutually. The utility model discloses can resist the soil erosion and water loss of bank protection limit, the safety of protection bank protection can also purify the river course simultaneously.
Description
Technical Field
The utility model belongs to the technical field of river course hydraulic engineering, especially, relate to a be applied to water repair system in river course.
Background
The ecological river regulation means that in a river land control line, on the basis of meeting the basic functions of a river such as flood control, waterlogging drainage, water diversion and the like, the restoration of a river water ecosystem is promoted through artificial restoration measures, and the healthy, complete and stable river water ecosystem activity is constructed. Ecological bank protection refers to a river course bank protection form that utilizes plant or plant and civil engineering to combine together, protects river course domatic. The ecological bank protection integrates flood control effect, ecological effect, landscape effect and self-cleaning effect, not only is a great progress of the bank protection engineering construction, but also will become the mainstream of the bank protection engineering construction in the future. Ecological bank protection among the prior art is multi-structure complicated, and adaptability is relatively poor, and the river course side slope receives rivers to erode easily, causes soil erosion and water loss scheduling problem.
In view of the above-mentioned defects, the designer actively makes research and innovation to create a novel water body restoration system applied to the river channel, so that the system has industrial utilization value.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model aims at providing a be applied to water body repair system in river course.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a water body restoration system applied to a river channel comprises a bank protection body, wherein the bank protection body is of a right trapezoid structure, a wind wave resistant submerged planting area, a transition area, an emergent water planting area and a gravel area are sequentially paved on the slope surface of the bank protection body from low to high, the transition area is arranged between the wind wave resistant submerged planting area and the emergent water planting area, a first reinforcing layer is arranged on the slope bottom of the bank protection body, a second reinforcing layer is also arranged on the transition area, the height of the first reinforcing layer is equal to that of the wind wave resistant submerged planting area, and the height of the second reinforcing layer is equal to that of the emergent water planting area;
the wind wave-resistant submerged planting area comprises a first substrate layer, a first vegetation net protecting layer and a first vegetation layer, wherein the first vegetation net protecting layer is laid above the first substrate layer, and the first vegetation layer is laid above the first vegetation net protecting layer;
the emergent water planting area comprises a second substrate layer, a second vegetation net protecting layer and a second vegetation layer, the second vegetation net protecting layer is laid above the second substrate layer, and the second vegetation layer is laid above the second vegetation net protecting layer.
Preferably, the first and second substrate layers are both gravel.
Preferably, the first and second reinforcing layers are both concrete layers.
Preferably, the wind and wave resistant submerged planting area is planted with hygrophytes which are one or more of canna, loosestrife, cattail, aquatic iris and saxifrage.
Preferably, emergent aquatic plants are planted on the emergent aquatic planting area and are one or more of reed, allium mongolicum regel, calamus, water bamboo and pampas grass.
Borrow by above-mentioned scheme, the utility model discloses at least, have following advantage:
the utility model discloses can resist the soil erosion and water loss of bank protection limit, the safety of protection bank protection can also purify the river course simultaneously to still have the aesthetic property.
The above description is only an overview of the technical solution of the present invention, and in order to make the technical means of the present invention clearer and can be implemented according to the content of the description, the following detailed description is made with reference to the preferred embodiments of the present invention and accompanying drawings.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
In order to make the technical solution of the present invention better understood, the technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiment of the present invention, all other embodiments obtained by the person skilled in the art without creative work belong to the protection scope of the present invention.
Examples
As shown in fig. 1, a water body restoration system applied to a river channel comprises a bank protection body 1, wherein the bank protection body 1 is of a right trapezoid structure, a wind wave resistant submerged planting area 2, a transition area 5, an emergent water planting area 3 and a gravel area 4 are sequentially paved on a slope surface of the bank protection body 1 from low to high, the transition area 5 is arranged between the wind wave resistant submerged planting area 2 and the emergent water planting area, a first reinforcing layer 12 is arranged on a slope bottom of the bank protection body 1, a second reinforcing layer 13 is also arranged on the transition area 5, the height of the first reinforcing layer 12 is in a horizontal arrangement with the height of the wind wave resistant submerged planting area 2, and the height of the second reinforcing layer 13 is in a horizontal arrangement with the height of the emergent water planting area 3.
The utility model discloses in unrestrained submerged planting district 2 of anti-wind includes first matrix layer 6, first vegetation protects stratum reticulare 7 and first vegetation layer 8, first vegetation protects stratum reticulare 7 has been laid to the top of first matrix layer 6, first vegetation layer 8 has been laid to the top that first vegetation protected stratum reticulare 7.
The utility model discloses in emergent water planting district 3 includes second matrix layer 9, second vegetation protects stratum reticulare 10 and second vegetation layer 11, second vegetation protects stratum reticulare 10 has been laid to the top on second matrix layer 9, second vegetation layer 11 has been laid to the top on second vegetation protects stratum reticulare 10.
In the present invention, the first matrix layer 6 and the second matrix layer 9 are gravel.
The utility model discloses in first back up coat 12 and second back up coat 13 are concrete layer.
The utility model discloses in plant the hygrophyte on unrestrained submerged planting district 2 of anti-wind, for canna, loosestrife, cattail, aquatic iris and the combination of one or more wherein of mullet.
The utility model discloses in planting emergent aquatic plants on emergent aquatic plant district 3, for one kind or the combination of multiple wherein of reed, water shallot, calamus, water bamboo and pampas grass.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (5)
1. The utility model provides a be applied to water body repair system in river course which characterized in that: the revetment structure comprises a revetment body (1), wherein the revetment body (1) is of a right trapezoid structure, a wind wave resistant submerged planting area (2), a transition area (5), an emergent water planting area (3) and a gravel area (4) are sequentially paved on the slope surface of the revetment body (1) from low to high, the transition area (5) is arranged between the wind wave resistant submerged planting area (2) and the emergent water planting area, a first reinforcing layer (12) is arranged on the slope bottom of the revetment body (1), a second reinforcing layer (13) is also arranged on the transition area (5), the height of the first reinforcing layer (12) is equal to that of the wind wave resistant submerged planting area (2), and the height of the second reinforcing layer (13) is equal to that of the emergent water planting area (3);
the wind wave-resistant submerged planting area (2) comprises a first matrix layer (6), a first vegetation protecting net layer (7) and a first vegetation layer (8), wherein the first vegetation protecting net layer (7) is laid above the first matrix layer (6), and the first vegetation layer (8) is laid above the first vegetation protecting net layer (7);
the emergent water planting area (3) comprises a second matrix layer (9), a second vegetation net protecting layer (10) and a second vegetation layer (11), the second vegetation net protecting layer (10) is laid above the second matrix layer (9), and the second vegetation layer (11) is laid above the second vegetation net protecting layer (10).
2. The water body restoration system applied to the river channel according to claim 1, wherein: the first matrix layer (6) and the second matrix layer (9) are both gravel.
3. The water body restoration system applied to the river channel according to claim 1, wherein: the first reinforcing layer (12) and the second reinforcing layer (13) are both concrete layers.
4. The water body restoration system applied to the river channel according to claim 1, wherein: and the wind wave resistant submerged planting area (2) is planted with hygrophytes which are one or a combination of a plurality of canna, loosestrife, cattail, aquatic iris and saxifrage.
5. The water body restoration system applied to the river channel according to claim 1, wherein: emergent aquatic plants are planted on the emergent aquatic planting area (3) and are one or a combination of more of reed, allium mongolicum regel, calamus, water bamboo and pampas grass.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920748226.8U CN210163209U (en) | 2019-05-23 | 2019-05-23 | Water body restoration system applied to river channel |
Applications Claiming Priority (1)
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CN201920748226.8U CN210163209U (en) | 2019-05-23 | 2019-05-23 | Water body restoration system applied to river channel |
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CN210163209U true CN210163209U (en) | 2020-03-20 |
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CN201920748226.8U Active CN210163209U (en) | 2019-05-23 | 2019-05-23 | Water body restoration system applied to river channel |
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2019
- 2019-05-23 CN CN201920748226.8U patent/CN210163209U/en active Active
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