CN209482250U - Ecological revetment of scour prevention type - Google Patents
Ecological revetment of scour prevention type Download PDFInfo
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- CN209482250U CN209482250U CN201822095129.1U CN201822095129U CN209482250U CN 209482250 U CN209482250 U CN 209482250U CN 201822095129 U CN201822095129 U CN 201822095129U CN 209482250 U CN209482250 U CN 209482250U
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Classifications
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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
- Y02A10/30—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
- Y02A40/60—Ecological corridors or buffer zones
Landscapes
- Revetment (AREA)
Abstract
The utility model provides an anti-scour ecological revetment, which comprises a river bottom, a river side slope arranged at one side of the river bottom and a road arranged at one side of the river side slope; a plurality of gabion gabions are arranged between the river bottom and the river side slope in parallel, and a water grass area is planted between the gabion gabions; a Reynolds protection pad and a reinforced mike pad are sequentially laid on the riverway side slope, non-woven fabrics are laid on the Reynolds protection pad, and grass shrubs are planted on the reinforced mike pad; one side of the gabion is connected with the river bottom, the other side of the gabion is connected with one end of a Reynolds protection pad, and the other end of the Reynolds protection pad is connected with one end of the reinforced microphone pad. The utility model discloses having established the relation between waters and the land area ecosystem, having made the river resume ecological corridor's effect, bank slope permeability is strong, is favorable to earth to adhere to, and the biology perchs, strengthens the aqueous vapor exchange, forms the ecosystem that is fit for the aquatic plant community to form easily.
Description
Technical field
The utility model relates to a kind of ecological revetments of erosion control brush-type, belong to river channel ecology shore protection technical field.
Background technique
Channel revetment common at present uses stone masonry shore protection or concrete revetment, these bank protection structures are stablized, and has very
Strong protection against erosion performance, but river is artificially canalized, and riverbank is hardened by force, and water body and soil have been isolated in fluid-tight hard riverbank
The hydraulic connection of body has separated the contact of biology, microorganism with land-based area in river waters.Meanwhile water plant can not be hard
The growth of matter riverbank, cannot provide aquatic animal, the suitable habitats that microorganism depends on for existence, river ecosystem is destroyed, made
The concrete and surrounding landscape on the riverbank and grey that obtain channelization are extremely uncoordinated, and the natural landscape of people's water harmony is destroyed, river
Stream loses Aesthetic Function.Another kind is lattice guest's gabion shore protection, and compared with stone masonry bank protection structure, lattice guest's gabion shore protection has very
Good flexibility, water penetration, durability and scour resistance and have preferable ecological, but the height of lattice guest's gabion is not
Can be excessively high, while being difficult have plant growth in gabion, therefore for River Landscape and the more demanding river that controls flood, lattice guest's gabion
Use receive certain limitation.
In conclusion traditional stone masonry, concrete structure prevent riverbank and water flow from swapping, destroy in water
Ecological environment, and lattice guest's gabion height and revegetation difficulty are larger, are subject to certain restrictions in the construction of ecological riverway.
And in the prior art, a kind of cast-in-place green concrete as disclosed in the Chinese patent of Publication No. 108677870
The erosion control brush material of hard ecological revetment and its construction method, the shore protection of the patent mainly selects green concrete, and greening is mixed
Solidifying soil combines carry out slope greening with three-dimensional earthwork and planting soil, and the anti-impact brush material of the application is lattice guest gabion and thunder
Promise protection pad, greening mainly pad counterfort virescence and later period township using the water plant of river bed and reinforcement Mike more than flood level
Greening of the native plant to Reynolds mat region；A kind of ecological riverway shield as disclosed in the Chinese patent of Publication No. 207775817
Slope barricade, the patent are by putting row earth-retaining, front arch, the first revetment brick, the second shield into cover board turn and revetment brick layer stackup
It is provided with grout hole on slope brick and third revetment brick and forms integral structure by wearing muscle grouting fixation, and the application is
Protective slope structure is formed by the reasonable combination that lattice guest gabion, Reynolds mat and reinforcement Mike pad, globality harmony is preferable；Such as
Environmentally friendly ecological bank protection system disclosed in the Chinese patent of Publication No. 103290806, the patent are existed by setting
The plant mesh belt in the low water level region in river and the plantation earth bag and ecological concrete block for being laid on slope surface swelling and subsiding zone region
Carry out ecological bank protection, and using lattice guest's gabion below the application ordinary water level, the Reynolds shield that ordinary water level to flood level uses
Pad, reinforcement Mike pad more than flood level, while in bank slope equipped with anchoring grass planting ditch, for another example Publication No. 207987862
A kind of green ecological slope protection waterfront structure disclosed in Chinese patent, the patent are certainly under water to embankment road surface, successively include aquatic
Floral region, fish, amphibian animal, which are inhabited, breeds area, slope wall, though native guard plot, embankment road surface Landscape Region, the application couple
In the slope surface of different water levels, using the ecological revetment measure different from the patent, under the premise of guaranteeing river course flood safety,
Demand of the further satisfaction people to riverbank ecoscape.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of ecological revetment of erosion control brush-type, the erosion control brush-type
Ecological revetment from river bed to Channel slope, for different water levels slope surface use different ecological revetment measures, guarantee river
Under the premise of road flood passage safety, meets the needs of people are to ecoscape emphatically, while withered, ecological reinforcing bunding, flood detention benefit
Repair, improve water quality and beautify the environment etc. plays huge comprehensive function.
The utility model is achieved by the following technical programs.
Including river bed, the river of river bed side is arranged in a kind of ecological revetment of erosion control brush-type provided by the utility model
Side slope and the road that Channel slope side is set；Parallel arrangement has several lattice guest's stone between the river bed and Channel slope
Cage, kind is implanted with water plant area between lattice guest's gabion dative guest's gabion；Reynolds mat and reinforcement are successively equipped on the Channel slope
Mike's pad, is equipped with non-woven fabrics on Reynolds mat, and reinforcement Mike pad Shang kind is implanted with sowing plant；The side of the lattice guest gabion
It is connect with river bed, one end connection of the other side and Reynolds mat, the other end of Reynolds mat is connect with one end that reinforcement Mike pads.
The other end of the reinforcement Mike pad is adjacent with road, pads one end adjacent with road in reinforcement Mike and is equipped with anchoring
Ditch anchors reinforcement Mike pad, grass is planted in anchoring groove, forms anchoring grass planting ditch.
The reinforcement Mike pad is fixed on Channel slope by several U-shaped nails, and U-shaped nail is arranged in blossom type.
Several lattice guest's gabion is divided into 2 rows, is arranged in parallel in the two sides in water plant area respectively, and row's lattice guest gabion and river bed connect
It connects, another row's lattice guest's gabion is connect with Reynolds mat.
The height for the lattice guest's gabion being connect with river bed, it is 30cm lower than ordinary water level, the lattice guest's gabion being connect with Reynolds mat
Highly, 50cm higher than ordinary water level.
The lattice guest gabion includes bottom plate, and the left and right ends of bottom plate are equipped with side plate a, and front end is equipped with front end-plate a, and rear end is equipped with
End plate a forms open type box body, is equipped with cover board a at the top of box body, and cover board a is retractable.
The Reynolds mat includes bottom plate b, and the front end bottom plate b is equipped with front end-plate b, and rear end is equipped with end plate b, and left and right ends are set
There is side plate b, form open type box body, several partitions b is equipped on the bottom plate b of box body, box body is uniformly divided into several boxes
Room；The top of the box body is equipped with cover board b, and cover board b is retractable.
It is equipped with Nutrition Soil between the reinforcement Mike pad and Channel slope, sowing planting is in Nutrition Soil.
The Reynolds mat is laid on: the part of the Channel slope of lattice guest gabion to flood level, and reinforcement Mike pad is laid on:
The part of Channel slope more than flood level.
The bottom plate, side plate a, front end-plate a, end plate a, partition a, cover board a are all made of zinc-coated wire braiding in several
Hexagon pass composition.
The utility model has the beneficial effects that:
1. shore protection establishes contacting between waters and the land-based area ecosystem, make the work of river recovery ecology corridor
With bank slope permeability is strong, is conducive to soil attachment, and biology is inhabited, and strengthens water_air exchange, suitable aquatic vegetation easy to form
Fall the ecosystem to be formed；It has been linked up between surface and ground water, river water and pore water, Free water and plant moisture simultaneously
Connection enables between system object exchange more frequent with water-gas circulation, to conserve moisture, prevent soil erosion；
2. a shore protection has the function of preventing and treating waterlogging, cuts down Runoff contaminants, permeates and store to bank slope in wet season water, subtract
It is lost caused by slow flood；Dry season, water storage reverse osmosis enter korneforos or evaporation, play a part of flood detention and mend withered and regulate the climate；Bank
Anchoring grass planting ditch on slope can be to avoid water body by runoff pollution, and in addition there is the plant of side slope and river bed purification to repair water body
The effect of；
3. lattice guest gabion can guarantee the stability and safety of side slope, while increasing riverbank and exchanging with river water, increase
Strong matter energy flowing, provides safeguard for the growth of river bed water plant；
4. slightly spilling some soil in Reynolds mat protection surface layer, can be afforested, due to being filled with gap between filler,
Good ecological environment is built in the development for being conducive to root system of plant, even if not spilling soil, over time, between filler
Gap can also grow some draft class plants naturally, form natural ecological environment；Because a large amount of gaps are deposited between filler
, the exchange for water body before and after protection body creates condition, when Reynolds mat is in it is underwater when can realize between river water and the soil body
Naturally it exchanges, to inhabit animalcule in water, plant creates life condition, be conducive to the self-purification capacity for improving water body, when
Reynolds mat is conducive to the surface infiltration runoff for excluding to be formed after rainfall in time when being in waterborne, increase the safe and reliable of bank slope
Property；
5. the water penetration and filtration of reinforcement Mike pad, promote the growth of plant, improve the impact resilience of side slope；It is protecting
Restore the ecological balance while bank protection bank, bank strengthening, so that the water source between water body and the soil body is recycled, allows plant and people
Class harmony symbiosis reaches people's water harmony, promotes the construction of Ecology civilization；
6. anchoring grass planting ditch is conducive to runoff pollution abatement, while providing water storage space for urban waterlogging prevention and treatment.
Detailed description of the invention
Fig. 1 is the section structure diagram of the utility model；
Fig. 2 is the structural schematic diagram of the utility model lattice guest's gabion；
Fig. 3 is the expanded view of Fig. 2；
Fig. 4 is the structural schematic diagram of the utility model Reynolds mat；
Fig. 5 is the structural schematic diagram of the utility model reinforcement Mike pad；
Fig. 6 is the enlarged drawing of Fig. 5；
In figure: the river bed 1-, 2- Channel slope, 3- road, 4- lattice guest's gabion, 41- bottom plate, 42- side plate a, 43- front end-plate a,
44- end plate a, 45- partition a, 46- cover board a, 5- water plant area, 6- non-woven fabrics, 7- Reynolds mat, 71- bottom plate b, 72- front end-plate
B, 73- end plate b, 74- side plate b, 75- partition b, 76- cover board b, 8-U sprig, 9- reinforcement Mike pad, 91- Nutrition Soil, 10- grass
Plant is filled, 11- anchors grass planting ditch.
Specific embodiment
Be described further below the technical solution of the utility model, but claimed range be not limited to it is described.
As shown in figs. 1 to 6, including river bed 1, the river side of 1 side of river bed is arranged in a kind of ecological revetment of erosion control brush-type
Slope 2 and the road 3 that 2 side of Channel slope is set；Parallel arrangement has several lattice guest between the river bed 1 and Channel slope 2
Gabion 4, kind is implanted with water plant area 5 between 4 dative guest gabion 4 of lattice guest gabion；Reynolds mat is successively equipped on the Channel slope 2
7 and reinforcement Mike pad 9, non-woven fabrics 6 is equipped on Reynolds mat 7, kind is implanted with sowing plant 10 on reinforcement Mike pad 9；It is described
The side of lattice guest gabion 4 is connect with river bed 1, and the other side is connect with one end of Reynolds mat 7, the other end of Reynolds mat 7 with plus
One end of muscle Mike pad 9 connects.
Further, Channel slope 2 reaches protection against erosion using Reynolds mat 7 in such a way that reinforcement Mike pad 9 combines
Purpose.
The other end of the reinforcement Mike pad 9 is adjacent with road 3, is equipped in the one end adjacent with road 3 of reinforcement Mike pad 9
Anchoring groove anchors reinforcement Mike pad 9, and grass is planted in anchoring groove, forms anchoring grass planting ditch 11.
The reinforcement Mike pad 9 is fixed on Channel slope 2 by several U-shaped nails 8, and U-shaped nail 8 is in blossom type cloth
It sets.
Several lattice guest gabion 4 is divided into 2 rows, is arranged in parallel in the two sides in water plant area 5, a row lattice guest gabion 4 and river respectively
Bottom 1 connects, and another row's lattice guest gabion 4 is connect with Reynolds mat 7；The lattice guest gabion 4 connecting with river bed 1 is used for earth-retaining, with Reynolds
The height for the lattice guest gabion 4 that protection pad 7 connects is used for corner protector.
The height for the lattice guest gabion 4 being connect with river bed 1, the lattice guest gabion that with Reynolds mat 7 connect 30cm lower than ordinary water level
4 height, it is 50cm higher than ordinary water level, not only met the safety in river, but also guarantee ecoscape effect.
The lattice guest gabion 4 includes bottom plate 41, and the left and right ends of bottom plate 41 are equipped with side plate a42, and front end is equipped with front end-plate
A43, rear end are equipped with end plate a44, form open type box body, are equipped with cover board a46 at the top of box body, and cover board a46 is retractable.
The Reynolds mat 7 includes bottom plate b71, and the front end bottom plate b71 is equipped with front end-plate b72, and rear end is equipped with end plate b73,
Left and right ends are equipped with side plate b74, form open type box body, several partitions b75 are equipped on the bottom plate b71 of box body, by box body
Uniformly it is divided into several box rooms；The top of the box body is equipped with cover board b76, and cover board b76 is retractable.
It is equipped with Nutrition Soil 91 between the reinforcement Mike pad 9 and Channel slope 2, sowing plant 10 is planted in Nutrition Soil 91
It is interior.
The Reynolds mat 7 is laid on: the part of the Channel slope 2 of lattice guest gabion 4 to flood level, and reinforcement Mike pad 9 is spread
Be located at: the flood erosion of rainfall runoff and flood level or more is resisted in the part of Channel slope 2 more than flood level.
The bottom plate 41, side plate a 42, front end-plate a 43, end plate a 44, partition a 45, cover board a 46, are all made of plating
Zinc braided steel wire in several hexagon passes form, bottom plate b71, front end-plate b72, end plate b73, side plate b74, partition b75,
76 cover board b are also all made of zinc-coated wire braiding and form in several hexagon passes, and dative guest's gabion structure is identical.
Embodiment
As described above, a kind of ecological revetment of erosion control brush-type, is transformed design for erosion protection in conjunction with river, makes ecoscape river
Road carries out comprehensive design to river bank slope, and it is suitable for channel revetments that is newly-built or reconstructing, is made first using artificial correction slope surface
Its is smooth and stablizes, and is respectively provided with water plant area 5 in river bed two sides, water plant area 5 is adopted than ordinary water level bottom 30cm, the two sides in the water plant area
With lattice guest's gabion, it is respectively used to earth-retaining and corner protector, it is 50cm higher than ordinary water level in place's lattice guest gabion 4 of Channel slope foot, at river bed
Lattice guest's gabion, than ordinary water level bottom 30cm, not only met the safety in river but also guarantee ecoscape effect.
Further, Channel slope reaches protection against erosion using Reynolds mat 7 in such a way that reinforcement Mike pad 9 combines
Purpose, specifically, lattice guest gabion 4 uses Reynolds mat to flood level, Reynolds mat more than flood level uses with a thickness of 25 centimeters
Reinforcement Mike pad resists the flood erosion of rainfall runoff and flood level or more, and reinforcement Mike is padded and fixed using U-shaped nail；Simultaneously
Reinforcement Mike pad 9 is anchored in top setting anchoring groove, kind of a grass is carried out in conjunction with anchoring groove, ultimately forms anchoring grass planting
Ditch.
Specifically, lattice guest's gabion material selection zinc-coated wire, string diameter 3mm, specification are 2m × 1m × 1m, pass six
Angular, aperture is 80mm × 100mm, and fill block stone grain, a diameter of 150~200mm are selected in lattice guest's gabion；
Specifically, the water plant in water plant area often selects submerged plant, such as Potamogeton maackianu, watermifoil, hornwort, and very water plant
Object, such as Lythrum salicaria, Scirpus tabernaemontani, calamus；
Specifically, lattice guest gabion uses Reynolds mat to flood level, Reynolds mat specification is 6m × 2m × 0.25m, wire side
Tensile strength is 30KN/m, and mesh is 60mm × 80mm, and the partial size that rockfills is 70~150mm, median particle diameter 85mm, can be resisted
Maximum flow rate be 3.6m/s, slightly spilt some soil on Reynolds mat surface.
Specifically, flood level is padded to Channel slope using reinforcement Mike, to put up a resistance and wash away, material is the plastic silk of PVC,
And it is 35KN/m that reinforcement Mike, which pads the tensile strength in face, is fixed using U-shaped nail, U-shaped nail quincuncial arrangement, its spacing is 1 meter；
Specifically, the flow velocity that reinforcement Mike pad combines vegetation to bear about 6m/s washes away about 8 hours, the vegetation of sowing plant
The sowing of well developed root system is selected, such as Bermuda grass, vetiver, spends more lily magnolia, alfalfa；
Specifically, at Channel slope edge 0.6m, excavation and anchorage grass planting ditch anchors the size of grass planting ditch are as follows: top width
The trapezoidal cross-section of 0.8m depth 0.4m, the preferable Trifolium repense of plantation water purification ability, Festuca Arundinacea, rye grass etc. are planted in anchoring grass planting ditch
Object.
Claims (10)
1. a kind of ecological revetment of erosion control brush-type, Channel slope (2) and setting including river bed (1), setting in river bed (1) side
Road (3) in Channel slope (2) side, it is characterised in that: being arranged in parallel between the river bed (1) and Channel slope (2) has
Several lattice guest gabion (4), kind is implanted with water plant area (5) between lattice guest gabion (4) dative guest gabion (4)；The Channel slope (2)
On be successively equipped with Reynolds mat (7) and reinforcement Mike and pad (9), non-woven fabrics (6), reinforcement wheat are equipped on Reynolds mat (7)
Gram pad (9) on kind be implanted with sowing plant (10)；The side of the lattice guest gabion (4) is connect with river bed (1), and the other side and Reynolds protect
One end connection of (7) is padded, the other end of Reynolds mat (7) is connect with one end that reinforcement Mike pads (9).
2. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the reinforcement Mike pads the another of (9)
End is adjacent with road (3), pads (9) in reinforcement Mike and road (3) adjacent one end is equipped with anchoring groove, pad (9) to reinforcement Mike
It is anchored, grass is planted in anchoring groove, form anchoring grass planting ditch (11).
3. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the reinforcement Mike pads (9) if passing through
Dry U-shaped nail (8), is fixed on Channel slope (2), and U-shaped nail (8) is arranged in blossom type.
4. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: several lattice guest gabion (4) is divided into 2
Row, is arranged in parallel in the two sides of water plant area (5), row's lattice guest gabion (4) is connect with river bed (1), another row's lattice guest's gabion respectively
(4) it is connect with Reynolds mat (7).
5. the ecological revetment of erosion control brush-type as claimed in claim 4, it is characterised in that: the lattice guest's gabion being connect with river bed (1)
(4) height, the height of the lattice guest gabion (4) that with Reynolds mat (7) connect 30cm lower than ordinary water level are 50cm higher than ordinary water level.
6. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the lattice guest gabion (4) includes bottom plate
(41), the left and right ends of bottom plate (41) are equipped with side plate a (42), and front end is equipped with front end-plate a (43), and rear end is equipped with end plate a
(44), open type box body is formed, is equipped with cover board a (46) at the top of box body, and cover board a (46) is retractable.
7. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the Reynolds mat (7) includes bottom plate b
(71), (71) front end bottom plate b is equipped with front end-plate b (72), and rear end is equipped with end plate b (73), and left and right ends are equipped with side plate b
(74), open type box body is formed, several partitions b (75) is equipped on the bottom plate b (71) of box body, box body is uniformly divided into several
A box room；The top of the box body is equipped with cover board b (76), and cover board b (76) is retractable.
8. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the reinforcement Mike pads (9) and river
It is equipped between side slope (2) Nutrition Soil (91), sowing plant (10) is planted in Nutrition Soil (91).
9. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the Reynolds mat (7) is laid on: lattice
Guest's gabion (4) arrives the part of the Channel slope (2) of flood level, and reinforcement Mike pads (9) and is laid on: Channel slope more than flood level
(2) part.
10. the ecological revetment of erosion control brush-type as claimed in claim 6, it is characterised in that: the bottom plate (41), side plate a (42),
Front end-plate a (43), end plate a (44), partition a (45), cover board a (46) are all made of zinc-coated wire braiding in several hexagons
Pass composition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822095129.1U CN209482250U (en) | 2018-12-13 | 2018-12-13 | Ecological revetment of scour prevention type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822095129.1U CN209482250U (en) | 2018-12-13 | 2018-12-13 | Ecological revetment of scour prevention type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209482250U true CN209482250U (en) | 2019-10-11 |
Family
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110233432A (en) * | 2018-12-13 | 2019-09-13 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological revetment of scour prevention type |
| CN111661906A (en) * | 2020-05-20 | 2020-09-15 | 北京都润生态环境工程有限公司 | River course quality of water purifies slowly-releasing structure |
| CN111762835A (en) * | 2020-05-20 | 2020-10-13 | 北京都润生态环境工程有限公司 | River water purification method |
| CN111851399A (en) * | 2020-08-11 | 2020-10-30 | 河北冀水规划设计有限公司 | Sand river bed water and soil loss prevention and control and water quality purification system |
| CN113979542A (en) * | 2021-10-15 | 2022-01-28 | 南京中科水治理股份有限公司 | Ecological revetment for building benthos microbial habitat on river, lake and shore and construction method thereof |
| CN114075819A (en) * | 2021-11-23 | 2022-02-22 | 成都大学 | Energy dissipation structure for preventing flood discharge channel from scouring from both sides in alpine regions and flood discharge channel structure |
| CN115288076A (en) * | 2022-07-14 | 2022-11-04 | 江门市水电有限公司 | Hydraulic engineering prevents bank protection bearing structure |
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2018
- 2018-12-13 CN CN201822095129.1U patent/CN209482250U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110233432A (en) * | 2018-12-13 | 2019-09-13 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological revetment of scour prevention type |
| CN111661906A (en) * | 2020-05-20 | 2020-09-15 | 北京都润生态环境工程有限公司 | River course quality of water purifies slowly-releasing structure |
| CN111762835A (en) * | 2020-05-20 | 2020-10-13 | 北京都润生态环境工程有限公司 | River water purification method |
| CN111762835B (en) * | 2020-05-20 | 2022-09-06 | 北京都润生态环境工程有限公司 | River water purification method |
| CN111851399A (en) * | 2020-08-11 | 2020-10-30 | 河北冀水规划设计有限公司 | Sand river bed water and soil loss prevention and control and water quality purification system |
| CN113979542A (en) * | 2021-10-15 | 2022-01-28 | 南京中科水治理股份有限公司 | Ecological revetment for building benthos microbial habitat on river, lake and shore and construction method thereof |
| CN114075819A (en) * | 2021-11-23 | 2022-02-22 | 成都大学 | Energy dissipation structure for preventing flood discharge channel from scouring from both sides in alpine regions and flood discharge channel structure |
| CN115288076A (en) * | 2022-07-14 | 2022-11-04 | 江门市水电有限公司 | Hydraulic engineering prevents bank protection bearing structure |
| CN115288076B (en) * | 2022-07-14 | 2024-04-02 | 江门市水电有限公司 | Hydraulic engineering protection slope bearing structure |
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