CN112211159A - Ecological revetment and ecological revetment combined system and construction method - Google Patents
Ecological revetment and ecological revetment combined system and construction method Download PDFInfo
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- CN112211159A CN112211159A CN202010818316.7A CN202010818316A CN112211159A CN 112211159 A CN112211159 A CN 112211159A CN 202010818316 A CN202010818316 A CN 202010818316A CN 112211159 A CN112211159 A CN 112211159A
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- 238000010276 construction Methods 0.000 title claims abstract description 11
- 239000004746 geotextile Substances 0.000 claims abstract description 10
- 239000004567 concrete Substances 0.000 claims description 15
- 239000004575 stone Substances 0.000 claims description 10
- 230000001681 protective effect Effects 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 3
- 230000005484 gravity Effects 0.000 claims description 3
- 230000008635 plant growth Effects 0.000 claims 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 36
- 239000002689 soil Substances 0.000 abstract description 14
- 230000000694 effects Effects 0.000 abstract description 10
- 241001465754 Metazoa Species 0.000 abstract description 3
- 238000000746 purification Methods 0.000 abstract description 3
- 239000000126 substance Substances 0.000 abstract description 3
- 230000004083 survival effect Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 3
- 239000011133 lead Substances 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009931 harmful effect Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
- A01G9/022—Pots for vertical horticulture
- A01G9/023—Multi-tiered planters
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K61/00—Culture of aquatic animals
- A01K61/70—Artificial fishing banks or reefs
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
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- General Engineering & Computer Science (AREA)
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Biodiversity & Conservation Biology (AREA)
- Animal Husbandry (AREA)
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- Marine Sciences & Fisheries (AREA)
- Chemical & Material Sciences (AREA)
- Crystallography & Structural Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Revetment (AREA)
Abstract
The invention discloses a combined system of an ecological revetment and a construction method, the combined system adopts ecological blocks with plant-growing holes to protect the side slopes close to the bank, such as riverways, lakes and the like, ecological bags are stacked at the junctions of water and land to ensure the channel for exchanging soil and water environment substances of the side slopes close to the bank and the natural purification function of water, aquatic plants can be planted in the range of the ecological blocks and the ecological bags, meanwhile, the combined system is suitable for the survival of aquatic animals, ensures the biological diversity and improves the water quality, forms good ecological and landscape effects, the arrangement of a hydrophilic footpath can meet the requirements of people on close to the water bank and returning to the nature, and simultaneously, structures such as bottom beams, top beams, geotextiles, foot guards, footpath retaining walls and footpath retaining walls are also arranged, so that the ecological revetment and the ecological revetment form an integral structure, the stability of the side slopes and the functions of flood control and, and the water and soil loss is avoided.
Description
Technical Field
The invention provides an ecological slope protection and ecological revetment combined system and a construction method, which are suitable for ecological protection, water quality improvement and landscape revetment arrangement of near-shore side slopes such as riverways and lakes and belong to the technical field of ecological environment.
Background
In recent years, in the construction engineering of near-shore side slopes such as riverways and lakes, people pay more and more attention to ecological bank protection, the structural form of the ecological bank protection is prone to diversification, functional requirements are not satisfied singly, and besides the functional requirements of flood running and waterlogging drainage, bank slope stability enhancement and the like are satisfied, the requirements of preventing water and soil loss, improving water quality and enabling people to be close to the water bank and returning to nature are further satisfied. Slope protection and revetment engineering is an important engineering measure for improving the stability and the ornamental value of ecological management engineering of river channels and lakes, and is a more key link, along with the continuous improvement of the requirements of people on ecological environment, the requirements on the ecological construction level of the river channels and lakes are higher and higher, so that different modes are required to construct structures and ecological designs of revetments and revetments, and the river channels and lakes become beautiful landscape lines of cities.
In the prior art, water conservancy functions and safety are emphasized by ecological bank protection workers, safety and economy are generally prioritized, stability of a near bank side slope and flood control capability of a river channel are mainly considered, hard materials such as stone, concrete and the like are generally used as main building materials, and hard bank protection forms such as cast-in-place concrete bank protection, mortar masonry or dry masonry bank protection, precast concrete block bank protection and the like are mostly adopted. Above-mentioned structure has played certain effect in the aspect of keeping nearly bank side slope structural stability and flood control drainage etc, but this kind of revetment structure has reformed transform natural river bank into stereoplasm revetment forms such as reinforced concrete, stone, lead to nearly bank side slope to lack the passageway of soil and water environment material exchange, has lost the natural purification performance in the past, lead to water quality of water to worsen, make the organism of original growth on the bank slope can not continue to grow, has destroyed ecosystem's variety and integrality, causes harmful effects to environment and ecology. Therefore, a more reasonable ecological bank protection structure needs to be found, which can satisfy the stability of the near-shore side slopes such as riverways and lakes and the functions of flood control and drainage, and simultaneously has the functions of preventing water and soil loss, ensuring biological diversity and improving water quality and ecological effect.
Disclosure of Invention
Aiming at the defects that the water quality of a water body is easily deteriorated, the diversity and the integrity of an ecological system are damaged and the environment and the ecology are adversely affected because the hard revetment forms such as cast-in-place concrete revetment, grouted stone or dry block stone revetment, precast concrete block revetment and the like are adopted on the near bank side slopes of the traditional river channel, lake and the like, the invention aims to provide a combined system of ecological revetment and ecological revetment, wherein the combined system adopts ecological blocks with vegetation holes to protect the near bank side slopes of the river channel, lake and the like, ecological bags are stacked at the water-land junction to ensure the channel for exchanging soil and water environment substances and the natural purification function of the water body of the near bank side slopes, aquatic plants can be planted in the range of the ecological blocks and the ecological bags to improve the water quality, the ecology and the landscape effects, and structures such as bottom beams, top beams, geotextiles, foot protection retaining walls, footpath retaining walls and footpath retaining walls are also arranged at the same time, can effectively ensure the stability of the side slope near the bank and the functions of flood control and drainage, and avoid water and soil loss.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows:
an ecological revetment and ecological revetment combined system comprises a toe guard retaining wall arranged at a slope toe of a near-shore side slope, wherein the toe guard retaining wall is formed by pouring C20 concrete; ecological building blocks are laid on the slope surface of the side slope close to the bank, the middle parts of the ecological building blocks are provided with oval plant growing holes, and the adjacent ecological building blocks are spliced to form square plant growing holes; a gravel cushion layer with the thickness of 8-12 cm is arranged at the bottom of the ecological building block 2, and a layer of geotextile is arranged at the bottom of the gravel cushion layer; planting submerged plants in the oval and square vegetation holes of the ecological building block; the contact position of the ecological building block and the foot protection retaining wall is provided with a bottom beam, and the top position of the ecological building block is provided with a top beam.
Furthermore, a connecting longitudinal beam is arranged between the bottom beam and the top beam, the pavement of the ecological building blocks is meshed, and all beams are poured by adopting reinforced concrete. The top of the top beam is provided with a vertical convex body with the height not less than 30 cm. A footpath retaining wall is arranged on the water-facing side of a hydrophilic footpath on the bank of a river or a lake, an ecological bag is stacked between the footpath retaining wall and a top beam, and emergent aquatic plants are planted on the ecological bag to form a landscape revetment. Concrete cushions are arranged at the bottoms of the footpath retaining wall and the ecological bags; the upper part of the footpath retaining wall is provided with a protective guard.
Compared with the prior art, the invention has the following effects:
in the scheme of the invention, the foot-protecting retaining wall is arranged on the slope foot of the near-shore side slope, so that the integrity and the stability of the slope foot can be ensured, and the slope foot is prevented from being damaged by water washing and endangering the stability of the side slope. The geotextile is arranged at the bottom of the slope surface of the near-shore side slope, so that a channel for exchanging soil of the side slope and water environment substances can be ensured, the soil can be prevented from being wrapped in a water body by seepage, and the water and soil loss can be avoided. Adopt the longeron of being connected that sets up according to actual conditions between floorbar, back timber and the floorbar, with ecological block pavement surface meshing, regularization, make things convenient for ecological block's construction to set up the rubble bed course in ecological block bottom, increase the frictional resistance of ecological block bottom, guarantee the holistic cling compound ability of ecological block.
Meanwhile, the vegetation holes are formed in the middle of the block, and the vegetation holes can be formed by arranging the diagonal corners at four corners, so that the coverage area of slope vegetation is increased, the dead weight of the block structure is reduced, the transportation and the installation are convenient, plants with developed root systems are planted in the vegetation planting holes, and the effects of preventing water and soil loss and improving landscape and ecological environments are achieved. The gravity type footpath retaining wall is arranged on the water-facing side of the hydrophilic footpath on the riverway or lake shore, so that the occupied area is saved, the stability of the hydrophilic footpath is ensured, and the landscape stone guardrail with an iron chain is arranged on the upper part of the footpath retaining wall, so that the landscape effect and the safety of pedestrians are ensured.
In addition, the ecological bags are arranged on the outer side of the footpath retaining wall and stacked to form a revetment, the ecological bags are connected by adopting locking buckles to form an integral structure, and the outer side of the ecological bags is provided with a convex body support baffle on the upper part of the top beam, so that the integrity and the stability of the ecological bags are ensured. Submerged plants are planted in the ecological building block planting holes, emergent plants are planted on the ecological bags, an ecological revetment and ecological revetment combined system is formed, aquatic animals can survive, biological diversity is guaranteed, water quality is improved, good ecological and landscape effects are formed, the river channel and the lake become a bright landscape line of a city, and the requirements of people for being close to a water bank and returning to nature are met.
Drawings
FIG. 1 is a perspective view of the present invention;
FIG. 2 is a schematic view of an ecological block structure;
FIG. 3 is an assembly schematic diagram of ecological blocks;
fig. 4 is a schematic view of the arrangement of the ecological bag.
The labels in the figures are: 1-foot protection and retaining wall; 2-ecological building blocks; 3-a gravel cushion layer; 4-geotextile; 5-submerged plants; 6-bottom beam; 7-top beam; 8-footpath retaining wall; 9-concrete cushion; 10-ecological bag; 11-locking buckle; 12-emergent aquatic plants; 13-protective fence; 14-planting holes; 15-near bank slope; 16-footpath.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
As shown in fig. 1 to 4, the present invention is implemented as follows:
firstly, a toe guard retaining wall 1 is arranged on a toe of a near-shore side slope 15, the toe guard retaining wall 1 is formed by pouring C20 concrete, and the structural size of the toe guard retaining wall can be flexibly arranged according to engineering design so as to ensure the integrity and stability of the toe guard and avoid the toe guard from being damaged by water washing to endanger the stability of the side slope.
A gravel cushion layer 3 with the thickness of 8-12 cm is arranged at the bottom of the ecological block 2, so that the bottom of the ecological block can be leveled and paved; a layer of geotextile 4 is arranged at the bottom of the broken stone cushion layer 3, and the quality of the geotextile 4 is preferably more than 300g/m2Geotextile4 can guarantee the passageway of slope soil and water environment material exchange, can avoid soil to be wrapped up in the water by the infiltration, avoid soil erosion and water loss again.
Submerged plants 5 are planted in the oval and square planting holes 14 of the ecological building block 2, soil is fixed, slope protection is achieved, and water quality is purified.
Set up floorbar 6 at ecological block 2 and banket barricade 1 contact position, set up back timber 7 at ecological block 2 top position to can set up the connection longeron according to the certain distance between floorbar 6 and back timber 7 according to engineering actual conditions, with ecological block 2 pavement surface meshing, convenient construction, each roof beam all adopts reinforced concrete to pour. The top of the top beam 7 is provided with a vertical convex body, and the height is not lower than 30cm, so as to ensure the stability of the ecological bag 10.
A footpath retaining wall 8 is arranged on the side of a hydrophilic footpath 16 close to water on the bank of a river or a lake, and the footpath retaining wall 8 is an M7.5 stone gravity retaining wall so as to save the occupied area and ensure the stability of the hydrophilic footpath.
The concrete cushion 9 is arranged at the bottom of the footpath retaining wall 8 and the ecological bag 10, the thickness of the concrete cushion 9 is 10cm, C15 concrete is adopted, and the foundation is leveled so as to facilitate the construction of the upper structure. The protective guard 14 is arranged on the upper portion of the footpath retaining wall 8, and the protective guard 14 is a landscape stone protective guard with an iron chain, so that the safety of pedestrians and the landscape effect are guaranteed.
The concrete construction steps are as follows:
s1, cutting and leveling the riverway and lake near-shore side slopes 15 according to the design;
s2, paving geotextile 4 on the slope;
s3, pouring the foot-protecting retaining wall 1;
s4, binding steel bars and pouring a bottom beam 6;
s5, constructing a gravel cushion layer 3 on the slope and paving the ecological building blocks 2;
s6, binding steel bars and pouring a top beam 7;
s7, leveling the foundation of the footpath retaining wall 8 and the ecological bag 10, and pouring a concrete cushion 9;
s8, constructing the footpath retaining wall 8 in a masonry mode;
s9, stacking the ecological bags 10, and connecting the ecological bags 10 by using locking buckles 11;
s10, constructing the upper protective fence 13 of the footpath retaining wall 8;
s11, planting submerged plants 5 in the planting holes 14 of the ecological building blocks 2, and planting emergent aquatic plants 12 on the ecological bags 10 to form an ecological revetment and ecological revetment combined system.
Of course, the above is only a specific application example of the present invention, and other embodiments of the present invention are also within the scope of the present invention.
Claims (9)
1. The utility model provides an ecological bank protection and ecological revetment combination system which characterized in that: the foot protection retaining wall comprises a foot protection retaining wall (1) arranged on a slope foot of a near-shore side slope (15), wherein the foot protection retaining wall (1) is formed by pouring C20 concrete; laying ecological building blocks (2) on the slope surface of the near-shore side slope (15), arranging oval plant growth holes (14) in the middle of the ecological building blocks (2), and splicing adjacent ecological building blocks (2) to form square plant growth holes (14); a gravel cushion layer (3) with the thickness of 8-12 cm is arranged at the bottom of the ecological building block 2, and a layer of geotextile (4) is arranged at the bottom of the gravel cushion layer (3); submerged plants (5) are planted in the oval and square vegetation holes (14) of the ecological building block (2); the contact position of the ecological building block (2) and the foot protection retaining wall (1) is provided with a bottom beam (6), and the top position of the ecological building block (2) is provided with a top beam (7).
2. The ecological revetment and ecological revetment combined system according to claim 1, wherein: ecological building block (2) square structure, thickness 10 ~ 15cm, length of side width are B, and B sets up the chamfer angle between 40 ~ 60cm, and the length of side width behind ecological building block (2) corner cut is B1, and B1 is 0.5B.
3. The ecological revetment and ecological revetment combined system according to claim 1, wherein: the ecological building block (2) is an ecological slope protection building block with four interlocking sides and is of a biaxial symmetrical structure, T-shaped convex blocks are arranged on two symmetrical surfaces, T-shaped grooves are arranged on the other two symmetrical surfaces, and the sizes of the T-shaped convex blocks and the T-shaped grooves are coordinated.
4. The ecological revetment and ecological revetment combined system according to claim 1, wherein: and a connecting longitudinal beam is arranged between the bottom beam (6) and the top beam (7), the pavement of the ecological building block (2) is meshed, and each beam is poured by reinforced concrete.
5. The ecological revetment and ecological revetment combined system according to claim 1, wherein: the top of the top beam (7) is provided with a vertical convex body with the height not less than 30 cm.
6. The ecological revetment and ecological revetment combined system according to claim 1, wherein: a footpath retaining wall (8) is arranged on the water-facing side of a hydrophilic footpath (16) on the bank of a river or a lake, and the footpath retaining wall (8) is an M7.5 grouted stone gravity retaining wall.
7. The ecological revetment and ecological revetment combined system according to claim 1, wherein: ecological bags (10) are stacked between the footpath retaining wall (8) and the top beam (7), the length L1 of the ecological bags (10) is between 50cm and 80cm, the width L2 is between 30cm and 50cm, the height H is between 12cm and 16cm, the ecological bags (10) are connected by locking buckles (11), and a plurality of ecological bags (10) are connected into a firm whole; emergent aquatic plants (12) are planted on the ecological bag (10) to form a landscape revetment.
8. The ecological revetment and ecological revetment combined system according to claim 7, wherein: concrete cushions (9) are arranged at the bottoms of the footpath retaining wall (8) and the ecological bags (10); the upper part of the footpath retaining wall (8) is provided with a protective guard (14), and the protective guard (14) adopts a landscape stone protective guard with an iron chain.
9. A construction method of the ecological revetment and ecological revetment combined system according to any of claims 1 to 8, comprising the steps of:
step 1, cutting and leveling river channel and lake near bank side slopes (15) according to design;
step 2, paving geotextile (4) on the slope;
step 3, pouring a foot protection retaining wall (1);
step 4, binding steel bars and pouring a bottom beam (6);
step 5, constructing a gravel cushion layer (3) on the slope and paving the ecological building blocks (2);
step 6, binding steel bars and pouring a top beam (7);
step 7, leveling the foundation of the footpath retaining wall (8) and the ecological bag (10), and pouring a concrete cushion (9);
step 8, constructing the footpath retaining wall (8);
step 9, stacking the ecological bags (10), and connecting the ecological bags (10) by adopting locking buckles (11);
step 10, constructing a protective fence (13) on the upper part of the footpath retaining wall (8);
and 11, planting submerged plants (5) in the planting holes (14) of the ecological building blocks (2), and planting emergent aquatic plants (12) on the ecological bags (10) to form an ecological bank protection and ecological revetment combined system.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112538839A (en) * | 2021-02-02 | 2021-03-23 | 河南省水利勘测设计研究有限公司 | Construction method of composite ecological slope protection |
CN112681228A (en) * | 2021-01-23 | 2021-04-20 | 黄河水利职业技术学院 | River bank slope reinforcing structure for river ecological restoration and construction method thereof |
CN114319236A (en) * | 2022-03-14 | 2022-04-12 | 山东省水利科学研究院 | Hydraulic engineering bank protection with soil erosion and water loss prevention function |
CN114592473A (en) * | 2022-03-03 | 2022-06-07 | 珠江水利委员会珠江水利科学研究院 | Natural habitat simulation construction structure suitable for plateau torrent slow-flow secondary water |
CN115323980A (en) * | 2022-08-20 | 2022-11-11 | 江苏淮阴水利建设有限公司 | Composite ecological landscape retaining wall and construction method thereof |
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CN112538839A (en) * | 2021-02-02 | 2021-03-23 | 河南省水利勘测设计研究有限公司 | Construction method of composite ecological slope protection |
CN112538839B (en) * | 2021-02-02 | 2022-04-01 | 河南省水利勘测设计研究有限公司 | Construction method of composite ecological slope protection |
CN114592473A (en) * | 2022-03-03 | 2022-06-07 | 珠江水利委员会珠江水利科学研究院 | Natural habitat simulation construction structure suitable for plateau torrent slow-flow secondary water |
CN114592473B (en) * | 2022-03-03 | 2022-12-02 | 珠江水利委员会珠江水利科学研究院 | Natural habitat imitation construction structure suitable for plateau rapid and slow flow secondary water |
CN114319236A (en) * | 2022-03-14 | 2022-04-12 | 山东省水利科学研究院 | Hydraulic engineering bank protection with soil erosion and water loss prevention function |
CN114319236B (en) * | 2022-03-14 | 2022-05-31 | 山东省水利科学研究院 | Hydraulic engineering bank protection with soil erosion and water loss prevention function |
CN115323980A (en) * | 2022-08-20 | 2022-11-11 | 江苏淮阴水利建设有限公司 | Composite ecological landscape retaining wall and construction method thereof |
CN115323980B (en) * | 2022-08-20 | 2023-08-25 | 江苏淮阴水利建设有限公司 | Composite ecological landscape retaining wall and construction method thereof |
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