CN111172935A - Water bank line slope protection beneficial to survival of plants - Google Patents
Water bank line slope protection beneficial to survival of plants Download PDFInfo
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- CN111172935A CN111172935A CN202010005770.0A CN202010005770A CN111172935A CN 111172935 A CN111172935 A CN 111172935A CN 202010005770 A CN202010005770 A CN 202010005770A CN 111172935 A CN111172935 A CN 111172935A
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- water
- slope
- slope body
- floating
- bank line
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 178
- 230000004083 survival effect Effects 0.000 title claims abstract description 23
- 230000009286 beneficial effect Effects 0.000 title claims abstract description 13
- 238000005086 pumping Methods 0.000 claims description 8
- 230000008901 benefit Effects 0.000 claims description 4
- 230000003116 impacting effect Effects 0.000 abstract description 7
- 238000010009 beating Methods 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 abstract description 3
- 108091006146 Channels Proteins 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 5
- 230000009471 action Effects 0.000 description 3
- 239000011449 brick Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 241001464837 Viridiplantae Species 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
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Images
Classifications
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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
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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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
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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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
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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
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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
Abstract
The invention provides a water bank line revetment beneficial to plant survival, comprising: a slope body, a floating water baffle and a dredging conduit; the water surface on the inner side of the slope body is provided with a floating water baffle along the water bank line, the slope body is provided with a plurality of dredging pipes along the water bank line, the first ends of the dredging pipes are communicated with the water body on the inner side of the slope body, and the second ends of the dredging pipes are communicated with the space on the outer side of the slope body. The invention arranges a floating water baffle on the water surface at the inner side of the slope along the water bank line, and the floating water baffle blocks water waves from impacting plants planted on the slope surface of the slope; the slope body is provided with a plurality of dredging pipes along the water shoreline, the first ends of the dredging pipes are communicated with the water body on the inner side of the slope body, and the second ends of the dredging pipes are communicated with the space on the outer side of the slope body; water on the inner side of the slope body is dredged to the outer side of the slope body through the dredging pipe when necessary, so that the situation that plants planted on the slope surface of the slope body are submerged due to overhigh water level of the water on the inner side of the slope body is avoided, the slope protection can effectively prevent the plants on the slope surface from being flooded by water due to wave beating, and the slope protection is more favorable for survival of the plants on the slope surface.
Description
Technical Field
The invention relates to the technical field of slope protection, in particular to a water bank line slope protection beneficial to plant survival.
Background
The bank protection is common building structure among the hydraulic engineering, can the drainage, reduces soil erosion and water loss. With the improvement of the ecological environment protection consciousness, the ecological slope protection planted with green plants is widely applied.
The ecological slope protection can improve the ecological environment, the root system of the plant can root the soil on the slope surface of the slope protection, the water and soil loss can be effectively prevented, and the green plant can become a beautiful landscape line.
In the prior art, the ecological slope protection is generally paved on a slope surface of the slope protection by adopting hollowed slope protection bricks, and plants are planted in soil below the hollowed slope protection bricks through the hollowed parts of the slope protection bricks; although the ecological slope protection is attractive and can effectively prevent water and soil loss, plants planted on the slope surface of the slope protection have no effective protective measures and are easily impacted by water waves impacting the slope protection; during the flood season, the horizontal plane rises, so that the plants planted on the slope surface are soaked in water; the ecological slope protection is not beneficial to survival of plants, water and soil loss of the slope surface can be caused by death of the plants, and a large amount of manpower and financial resources can be lost by re-planting.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides the water bank line revetment beneficial to plant survival and solves the problem that the existing revetment is not beneficial to plant survival.
(II) technical scheme
In order to achieve the purpose, the invention is realized by the following technical scheme:
a water line revetment for the survival of plants, the revetment comprising: a slope body, a floating water baffle and a dredging conduit; a floating water baffle is arranged on the water surface at the inner side of the slope along the water bank line, and floats on the water surface at the inner side of the slope; the slope body is provided with a plurality of dredging pipes along a water shoreline, the first ends of the dredging pipes are communicated with a water body on the inner side of the slope body, and the second ends of the dredging pipes are communicated with a space on the outer side of the slope body.
Preferably, the floating water guard plate includes: a water baffle, a floating plate and a balancing weight; the water baffle is fixed above the floating plate, the balancing weight is fixed below the floating plate, and the balancing weight is in a cylindrical shape lying horizontally.
Preferably, pull rings are arranged at two ends of the balancing weight and used for fixing ropes, the floating water baffles are arranged in multiple rows, and the floating water baffles in adjacent rows are arranged in a staggered manner; the adjacent floating water baffles are connected through a rope, and the floating water baffle close to the slope body is connected with the slope body through a rope.
Preferably, a filter screen is arranged outside the first end of the dredging pipe, and a valve is arranged at the second end of the dredging pipe.
Preferably, the dredging pipe is obliquely arranged, and the dredging pipe is obliquely upwards inclined along the direction from the inner side to the outer side of the slope body.
Preferably, the outer side of the slope body is provided with a water diversion channel along a water bank line.
Preferably, the diversion canal is provided with a water storage well at intervals, the top opening of the water storage well is communicated with the bottom of the diversion canal, and the top opening of the water storage well is provided with a hollowed well cover.
Preferably, the bottoms of the water storage wells are communicated with each other.
Preferably, a plurality of water pumping devices are arranged along the approach of the diversion canal.
(III) advantageous effects
The invention provides a water bank line revetment beneficial to plant survival. Compared with the prior art, the method has the following beneficial effects:
the invention arranges a floating water baffle on the water surface at the inner side of the slope along the water bank line, and the floating water baffle blocks water waves from impacting plants planted on the slope surface of the slope; the slope body is provided with a plurality of dredging pipes along the water shoreline, the first ends of the dredging pipes are communicated with the water body on the inner side of the slope body, and the second ends of the dredging pipes are communicated with the space on the outer side of the slope body; water on the inner side of the slope body is dredged to the outer side of the slope body through the dredging pipe when necessary, so that the situation that plants planted on the slope surface of the slope body are submerged due to overhigh water level of the water on the inner side of the slope body is avoided, the slope protection can effectively prevent the plants on the slope surface from being flooded by water due to wave beating, and the slope protection is more favorable for survival of the plants on the slope surface.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural view of a slope protection according to an embodiment of the present invention;
FIG. 2 is a schematic structural view of a floating water baffle according to an embodiment of the present invention;
FIG. 3 is a schematic diagram illustrating a position relationship of the floating water guard according to the embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention are clearly and completely described, and it is obvious that the described embodiments are a part of the embodiments of the present invention, but not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The embodiment of this application has solved the problem that current bank protection is unfavorable for the plant to survive through providing a water bank line bank protection that does benefit to the plant and survive, realizes that the health of plant lasts the growth on the bank protection.
In order to solve the technical problems, the general idea of the embodiment of the application is as follows:
and floating water baffles capable of rising along with the rising of the water level are laid along the water bank line, and the floating water baffles are connected and staggered by using ropes to block water waves and avoid the water waves from impacting plants on the slope surface.
Arranging a dredging pipe capable of dredging water in the slope protection to flow out on the slope protection, arranging a diversion canal outside the slope protection along a water bank line, and arranging a plurality of water storage wells and water pumping devices along the diversion canal; water flowing out of the dredging guide pipe enters the water diversion channel, then is poured into the water storage well through the water diversion channel, water in the water diversion channel and the water storage well can be pumped out by the water pumping device to be used for irrigating crops and plants along the way, and water guided out of the inner side of the slope protection is reasonably digested and utilized.
Such bank protection can effectively avoid domatic plant by the wave to beat the water logging, more does benefit to domatic plant and survives.
In order to better understand the technical solution, the technical solution will be described in detail with reference to the drawings and the specific embodiments.
Example (b):
as shown in fig. 1, the present invention provides a water line revetment for plant survival, the revetment comprising: a slope body 10, a floating water baffle 20 and a dredging pipe 30; a floating water baffle 20 is deployed on the water surface at the inner side of the slope body 10 along the water bank line, and the floating water baffle 20 floats on the water surface at the inner side of the slope body 10 and is used for blocking water waves from impacting plants planted on the slope surface of the slope body 10; the slope body 10 is provided with a plurality of dredging pipes 30 along a water bank line, the first ends of the dredging pipes 30 are communicated with a water body on the inner side of the slope body 10, and the second ends of the dredging pipes 30 are communicated with a space on the outer side of the slope body 10; water on the inner side of the slope body 10 is dredged to the outer side of the slope body 10 through the dredging pipe 30 when necessary, so that the situation that the plants planted on the slope surface of the slope body 10 are submerged due to overhigh water level of the water on the inner side of the slope body 10 is avoided, the slope protection can effectively avoid the plants on the slope surface from being flooded by the waves, and the slope protection is more beneficial to the survival of the plants on the slope surface.
As shown in fig. 2, the floating gate 20 includes: a water baffle 21, a floating plate 22 and a balancing weight 23; the breakwater 21 is fixed above the floating plate 22, the counterweight block 23 is fixed below the floating plate 22, and the counterweight block 23 is in a horizontal cylindrical shape, so that the floating breakwater 20 is prevented from being overturned by water waves.
As shown in fig. 1 to 3, pull rings 24 are disposed at two ends of the counterweight block 23, the pull rings 24 are used to fix a rope, the rope is a steel wire rope, the floating breakwaters 20 are arranged in multiple rows (at least two rows), and the floating breakwaters 20 in adjacent rows are staggered, so that the floating breakwaters 20 can effectively block the flap of water waves, and the water waves are prevented from passing through the gap between the floating breakwaters 20 and impacting plants planted on the slope surface; the adjacent floating water baffles 20 are connected through ropes, the floating water baffles 20 close to the slope 10 are connected with the slope 10 through ropes, the floating water baffles 20 are prevented from being scattered by water waves, and the array of the floating water baffles 20 can be always kept.
As shown in fig. 1, a filter screen 31 is arranged outside the first end of the dredging pipe 30, and the filter screen 31 is used for preventing impurities from entering the dredging pipe 30 and preventing the dredging pipe 30 from being blocked; the second end of the dredging pipe 30 is provided with a valve 32 which is used as a switch for controlling the dredging pipe 30.
As shown in fig. 1, the dredging pipe 30 is obliquely arranged, and the dredging pipe 30 is upwardly inclined along the direction from the inner side to the outer side of the slope body 10, so that water on the inner side of the slope body 10 is prevented from flowing back into the dredging pipe 30, and the pressure of the water body crushes the valve 32 to cause serious safety accidents.
As shown in fig. 1, an aqueduct 40 is disposed along a water bank line on the outer side of the slope body 10, and the aqueduct 40 is used for accommodating water drained from the drainage pipe 30, so as to prevent the water drained from the inner side of the slope body 10 from damaging the environment on the outer side of the slope body 10.
As shown in fig. 1, a water storage well 41 is arranged at an interval of one kilometer along the approach of the approach canal 40, the top end opening of the water storage well 41 is communicated with the bottom of the approach canal 40, the water storage well 41 increases the capacity of the approach canal 40, the water conducted to the approach canal 40 is prevented from overflowing to damage the surrounding environment, a hollowed well cover 42 is installed at the top end opening of the water storage well 41, the potential safety hazard that living objects fall into the water storage well 41 is avoided, and the blockage caused by the fact that the foreign objects fall into the water storage well 41 is also avoided.
The bottom of the water storage well 41 is communicated with each other, the capacity of the water diversion channel 40 is further increased, meanwhile, a dredging space is provided for water entering the water storage well 41, the water storage well 41 is prevented from collapsing due to long-time extrusion of water pressure, and the structure of the water storage well 41 is more stable.
As shown in fig. 1, a plurality of water pumping devices 43 are arranged along the approach canal 40, and the water pumping devices 43 pump the water in the approach canal and the water storage well for irrigating crops and plants along the way, so as to reasonably digest and utilize the water dredged from the inner side of the revetment.
In summary, compared with the prior art, the invention has the following beneficial effects:
1. in the embodiment of the invention, the floating water baffle is arranged on the water surface at the inner side of the slope along the water bank line, and the floating water baffle blocks water waves from impacting plants planted on the slope surface of the slope; the slope body is provided with a plurality of dredging pipes along the water shoreline, the first ends of the dredging pipes are communicated with the water body on the inner side of the slope body, and the second ends of the dredging pipes are communicated with the space on the outer side of the slope body; water on the inner side of the slope body is dredged to the outer side of the slope body through the dredging pipe when necessary, so that the situation that plants planted on the slope surface of the slope body are submerged due to overhigh water level of the water on the inner side of the slope body is avoided, the slope protection can effectively prevent the plants on the slope surface from being flooded by water due to wave beating, and the slope protection is more favorable for survival of the plants on the slope surface.
2. Along the direction from the inner side to the outer side of the slope body, the dredging pipe inclines upwards, so that water on the inner side of the slope body is prevented from flowing backwards into the dredging pipe, and serious safety accidents caused by the fact that the valve is crushed by the pressure of the water body are avoided.
3. The inlet channel and the water storage well have been seted up along the bank line in the outside of the slope body, and inlet channel and water storage well are used for holding and dredges the water of deriving from dredging the conduit, avoid leading the water of deriving from the slope body inboard to cause the destruction to the environment in the slope body outside, and the inlet channel is provided with a plurality of pumping devices along the way, and pumping device takes the water in inlet channel and the water storage well out and is used for the watering of crops and plant along the way, and reasonable digestion utilizes and dredges the water of deriving from the bank protection inboard.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (9)
1. A water bank line revetment that facilitates plant survival, the revetment comprising: a slope body (10), a floating water baffle (20) and a dredging pipe (30); a floating water baffle (20) is arranged on the water surface at the inner side of the slope body (10) along the water bank line, and the floating water baffle (20) floats on the water surface at the inner side of the slope body (10); the slope body (10) is provided with a plurality of dredging pipes (30) along a water bank line, the first ends of the dredging pipes (30) are communicated with a water body on the inner side of the slope body (10), and the second ends of the dredging pipes (30) are communicated with a space on the outer side of the slope body (10).
2. A water line revetment for the benefit of plant survival as claimed in claim 1 wherein said floating dam (20) comprises: a water baffle (21), a floating plate (22) and a balancing weight (23); the water baffle (21) is fixed above the floating plate (22), the balancing weight (23) is fixed below the floating plate (22), and the balancing weight (23) is arranged to be a horizontal cylinder.
3. The water bank line protection slope beneficial to plant survival as claimed in claim 2, wherein, the weight block (23) is provided with pull rings (24) at both ends, the pull rings (24) are used for fixing ropes, the floating water baffles (20) are arranged in a plurality of rows, and the floating water baffles (20) of adjacent rows are staggered; the adjacent floating water baffles (20) are connected through a rope, and the floating water baffles (20) close to the slope body (10) are connected with the slope body (10) through a rope.
4. The water bank line revetment for plant survival as claimed in claim 1, wherein a strainer (31) is provided outside a first end of the conduit (30) and a valve (32) is provided at a second end of the conduit (30).
5. The water bank line revetment for plant survival as claimed in claim 4, wherein the canalization duct (30) is inclined such that the canalization duct (30) is inclined upward in the direction from the inner side to the outer side of the slope body (10).
6. The revetment of a water bank line for benefiting plant survival of claim 1, wherein the outer side of the slope body (10) is provided with an aqueduct (40) along the water bank line.
7. The water bank line protection slope beneficial to plant survival as claimed in claim 6, wherein a water storage well (41) is arranged at intervals along the aqueduct (40), the top end opening of the water storage well (41) is communicated with the bottom of the aqueduct (40), and the top end opening of the water storage well (41) is provided with a hollowed well cover (42).
8. The water bank line revetment for plant survival as claimed in claim 7, wherein bottoms of the water storage wells (41) are communicated with each other.
9. A riparian line revetment for plant survival in accordance with claim 1, wherein a plurality of water pumping devices (43) are provided along the penstock (40).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010005770.0A CN111172935A (en) | 2020-01-03 | 2020-01-03 | Water bank line slope protection beneficial to survival of plants |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010005770.0A CN111172935A (en) | 2020-01-03 | 2020-01-03 | Water bank line slope protection beneficial to survival of plants |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111172935A true CN111172935A (en) | 2020-05-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010005770.0A Pending CN111172935A (en) | 2020-01-03 | 2020-01-03 | Water bank line slope protection beneficial to survival of plants |
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| Country | Link |
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| CN (1) | CN111172935A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9340940B2 (en) * | 2014-08-20 | 2016-05-17 | Kuwait Institute For Scientific Research | Floating breakwater |
| CN107938626A (en) * | 2017-11-21 | 2018-04-20 | 长江大学 | A kind of drainage arrangement for being suitable for waterlogged region, can effectively controlling rice field nitrogen and phosphorus loss |
| CN108374387A (en) * | 2018-01-25 | 2018-08-07 | 浙江水利水电学院 | A kind of pavement structure and construction method for meeting damp face for sea wall |
| CN108487180A (en) * | 2018-03-05 | 2018-09-04 | 武汉理工大学 | Plant ecological floating breakwater |
| CN108797618A (en) * | 2018-06-21 | 2018-11-13 | 中国十七冶集团有限公司 | One kind being used for Urban Underground pipe gallery drainage of foundation pit structure and its construction method |
| CN208455662U (en) * | 2018-05-11 | 2019-02-01 | 思迪恩深圳智能集团有限公司 | A kind of site real-time monitoring hydraulic engineering afforestation earth-retaining wall based on Internet of Things |
| CN109914338A (en) * | 2019-04-02 | 2019-06-21 | 中国海洋大学 | A kind of deep drinking water floating breakwater |
-
2020
- 2020-01-03 CN CN202010005770.0A patent/CN111172935A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9340940B2 (en) * | 2014-08-20 | 2016-05-17 | Kuwait Institute For Scientific Research | Floating breakwater |
| CN107938626A (en) * | 2017-11-21 | 2018-04-20 | 长江大学 | A kind of drainage arrangement for being suitable for waterlogged region, can effectively controlling rice field nitrogen and phosphorus loss |
| CN108374387A (en) * | 2018-01-25 | 2018-08-07 | 浙江水利水电学院 | A kind of pavement structure and construction method for meeting damp face for sea wall |
| CN108487180A (en) * | 2018-03-05 | 2018-09-04 | 武汉理工大学 | Plant ecological floating breakwater |
| CN208455662U (en) * | 2018-05-11 | 2019-02-01 | 思迪恩深圳智能集团有限公司 | A kind of site real-time monitoring hydraulic engineering afforestation earth-retaining wall based on Internet of Things |
| CN108797618A (en) * | 2018-06-21 | 2018-11-13 | 中国十七冶集团有限公司 | One kind being used for Urban Underground pipe gallery drainage of foundation pit structure and its construction method |
| CN109914338A (en) * | 2019-04-02 | 2019-06-21 | 中国海洋大学 | A kind of deep drinking water floating breakwater |
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200519 |