CN101935994B - Slope dike for continuously lifting height of horizontal plane - Google Patents
Slope dike for continuously lifting height of horizontal plane Download PDFInfo
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- CN101935994B CN101935994B CN2009101484010A CN200910148401A CN101935994B CN 101935994 B CN101935994 B CN 101935994B CN 2009101484010 A CN2009101484010 A CN 2009101484010A CN 200910148401 A CN200910148401 A CN 200910148401A CN 101935994 B CN101935994 B CN 101935994B
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- dike
- sloping
- water
- height
- slope
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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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
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Abstract
The invention discloses a slope dike for continuously lifting height of a horizontal plane. Waves surge and surf wave impact faces of front inclined planes of a plurality of slope dikes with the same shape, impact dike angles at the high ends of the slope dikes and enter a lifting water area in back of a water storage surface so as to lift one-level height of the water level of the original horizontal plane; the waves in the lifting water area of the water level with the new height surge circularly to surge and impact the slope dikes with raised height in the front, and the water level is lifted again and repeatedly so as to continuously lift the height of the horizontal plane. The sections of the slope dikes are triangular, the slope dikes are transversely and horizontally arranged above the water, and the slope dikes are sequentially and gradually lifted in building. The ends of the two adjacent slope dikes are connected by the ends of the two longitudinal dikes arranged in the longitudinal direction to form a water surface of the lifting area. The water surface is arranged as a step layer-upon-layer water surface due to gradual rise of the slope dike, and the height of the horizontal plane of the water surface is lifted layer by layer. The slope dike has a simple structure, and can be applied in many fields such as hydroelectric generation, culture, water transfer and the like.
Description
Technical field
The invention belongs to a kind of constructed dykes and dams of water resource that utilize, promote the sloping dike of water surface elevation especially continuously.
Background technology
The wish of the water of nature according to the mankind, the height of water level of realizing ideal and the desirable water yield accumulate the service for the mankind itself.Have only mechanical lifting at present and manually accumulate the measure of blocking water and solve.The patented technology scheme of the sloping dike of a kind of continuous winding level face height of the present invention in the prior art at present, is not found as yet.
Summary of the invention
The invention provides a kind of sloping dike of continuous winding level face face height.The acting ability of utilizing wave to spring up, continuous surfing and the horizontal level and the crooked sloping dike that arranges of dashing more a lot of bars, the shape of whole sloping dikes is identical with structure, and horizontal sloping dike and vertically combination and its function of dike are longitudinally realized the height of continuous winding level face.
The technical solution adopted for the present invention to solve the technical problems is, sloping dike is S-shaped bar shaped masonry, has many laterally and is horizontally set in the water, has the basis to lay the bottom.The cross section of slope dike is triangle, and it is high-end to be pointed dike angle, and it is the line of demarcation of wave impact face with the upright water storage face of sloping dike trigone rear side on inclined-plane, sloping dike trigone front side.Springing up of wave, surfing wave impact face enters lifting waters behind the water storage face towards the Yue Di angle.Water storage face is the vertical surface of sloping dike trigone rear side, and top arranges the triangle resistance piece of projection, can subdue and prevent that ripples from overflowing.Promote height and this water surface hold the line of the sloping dike in below, waters, the height of slope, top dike will exceed the height of this water surface, and the gap of water level promoting height is arranged between its two adjacent sloping dikes.Adjacent two sloping dikes promote the waters water surface at interval.The end place of two sloping dikes has two corresponding vertical dikes vertically to connect, and forms the embankment that promotes the waters.Promoting the waters is the water level water surface of the independent level height in zone, step setting layer by layer from low to high.
The face quality of the wave impact face on surfing inclined-plane is hard, and surfacing is smooth, is convenient to wave and dashes more smoothly.
The invention has the beneficial effects as follows:
The present invention has changed shape, structure and the function of tradition with the water conservancy projects structure of routine, is the once technical scheme of innovation in the development and use waterpower resourses field, and it is simple in structure, and amount of investment is very little; After this scheme is built up application, need not input and the installation of any plant equipment, need not the maintenance, maintenance of facility and the configuration of lot of essential factors such as perfect, can produce huge social and economic worth; Also has the energy resource structure present situation that changes the present world, science environmental protection and breed etc.
Description of drawings
Fig. 1 is the floor map of the sloping dike of a kind of continuous winding level face height that proposes of the present invention.
Fig. 2 is the schematic cross-section of the sloping dike of a kind of continuous winding level face height that proposes of the present invention.
Fig. 3 is the water storage face front elevational schematic of the sloping dike of a kind of continuous winding level face height that proposes of the present invention.
Among the figure, 1, Po Di; 2, basis; 3, dike angle; 4, wave impact face; 5, water storage face; 6, triangle resistance piece; 7, vertical dike; 8, promote the waters.
The specific embodiment
The invention will be further described below in conjunction with drawings and Examples.
See Fig. 1, the sloping dike of a kind of continuous winding level face height of the present invention.Slope dike 1 has many, is laterally and S shape and curved shape arrange on the water.The lateral ends of adjacent two sloping dikes 1 connects with vertical dike 7 ends of corresponding vertical setting, forms the peripheral dykes and dams that promote waters 8.Slope dike 1S shape radius 10m-100m, this shape can be accepted to gush next wave to wave impact face 4 surfings of sloping dike 1 front side from the low water stage direction, can also keep the stable, firm of sloping dike 1 dam body self.1 on two sloping dikes of adjacent correspondence are across promoting waters 8, apart from 50m-100m; 7 on corresponding two vertical dikes across same place promote waters 8 apart from 100m-100000m.Wave springs up from the lifting waters 8 of lower in the lifting waters 8 that dashes behind the sloping dike 1 in top more, and the height after its water level is raised also is higher than the height of water level in following lifting waters 8.The situation that arranges of the triangle resistance piece 6 of the visible water storage face 5 of Fig. 1.
Fig. 2 is the schematic cross-section of sloping dike.Slope dike 1 is that masonry is constructed, and its cross section is triangle, and the bottom has the basis to lay the water-bed dam body of stablizing.Dike angle 3 is the highest points on the sloping dike 1, and it exceeds the water surface of sloping dike 1 front and the water surface elevation of sloping dike 1 back maintains an equal level.10 °-30 ° at the angle of inclination of the wave impact face 4 on inclined-plane, dike 1 front side, slope, surface texturisation is hard, smooth smooth, be convenient to the smooth surfing of wave, water storage face 5 is vertical surfaces of sloping dike 1 rear side, 90 °-100 ° of angles, rough surface, the while arranges the triangle resistance piece 6 of some projectioies on top, to subdue and to prevent that the ripples that rise after wave promotes from overflowing.(triangle resistance piece 6 in Fig. 3 as seen) springs up from the wave of the water surface of low water stage, and surfing wave impact face 4 towards Yue Di angle 3, enters in the lifting waters 8 behind the water storage face 5, and the water level in this lifting waters 8 just is raised the height of water level of more previous level.The wave that has been raised in the lifting waters 8 of height of water level springs up in proper order, and surfing wave impact face 4 again, cross dike angle 3, enters in the lifting waters 8 of the higher level water level behind the water storage face 5, has realized the continuous hoisting depth of horizontal plane.Promoting the water surface water level in waters 8, is to be the staged decision that progressively raises according to rule slope dike 1.Along with the rule of sloping dike 1 progressively raises, the water surface water level that promotes waters 8 raises immediately layer by layer, until horizontal plane being risen to desirable height.
See Fig. 3, the triangle resistance piece 6 of some projectioies is set on the water storage face 5 of sloping dike 1 rear side, overflow after the water ripple from entering preventing, this Fig. 3 is the front view of water storage face 5.
The enforcement of the technical scheme of this slope dike 1 also can be arranged on around the arc island of desert, can best accept the multi-direction wave that gushes in the four corners of the world for surfing and the impact of sloping dike 1.
Claims (6)
1. the sloping dike of a continuous winding level face height, it is characterized in that, slope dike (1) is built up by the masonry of s shape bending, many sloping dike (1) laterally arranges in water, the cross section of slope dike (1) is triangle, having basis (2) to assist below establishes, the top of slope dike (1) is pointed dike angle (3), it is sloping dike (1) trigone eminence summit, it exceeds the water surface of sloping dike (1) front, maintain an equal level with the height of the water surface of sloping dike (1) back, dike angle (3) is the line of demarcation of the upright water storage face (5) of wave impact face (4) and sloping dike (1) rear side on sloping dike (1) inclined-plane, front side, the triangle resistance piece (6) of projection is set on the water storage face (5), many sloping dikes (1) are built in waterborne, progressively from the lower step setting that hoists, the adjacent sloping dike (1) of the slope parallel correspondence of dike (1), its end has corresponding vertical dike (7) vertically to connect, promote the aspect water surface in waters (8), vertically dike (7) is linear masonry, the cross section is triangle, upright water storage face (5) correspondence of two dikes is arranged at and promotes waters (8), promotes the aspect water surface that waters (8) is multizone and multi-level height of water level, and hoisting with lower is the rising of step shape layer.
2. the sloping dike of continuous winding level face height according to claim 1, it is characterized in that: wave impact face (4) is the surfing inclined-plane on the inclined-plane, front side of sloping dike (1) trigone, surfacing is smooth, water storage face (5) is the water storage body of wall of sloping dike (1) trigone trailing flank, and its top of rough surface arranges the resistance piece (6) of the trigone of projection.
3. the sloping dike of continuous winding level face height according to claim 1, it is characterized in that: the height of adjacent two sloping dikes (1) is inequality, two dike height differ 0.2m-1.0m, following Po Di and the water surface elevation of this lifting waters (8) maintain an equal level, the height of top sloping dike (1) will exceed the high 0.2m-1.0m of water surface elevation in this lifting waters (8), article two, the height of vertical dike (7) of correspondence is identical, with between corresponding two sloping dikes (1) across the lifting waters (8) in an identical zone, this lifting waters (8) is the independent aspect water level zone that step arranges, with lifting waters (8) water level in other zone be the staged setting that raises layer by layer.
4. the sloping dike of continuous winding level face height according to claim 1, it is characterized in that: the angle of inclination of wave impact face (4) is 10 °-30 °, the upright angle of water storage face (5) is 90 °-100 °, apart from 50m-1000m, promote waters (8) depth of water 1m-10m between slope dike (1) and the adjacent sloping dike (1).
5. the sloping dike of continuous winding level face height according to claim 1, it is characterized in that: sloping dike (1) is the s type and builds bend radius 10m-100m. by laying bricks or stones
6. the sloping dike of continuous winding level height according to claim 1 is characterized in that: the synchronous inclination of two vertical dikes (7), two sloping dike (1) the concordant connections of end that its end is inequality with horizontal height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101484010A CN101935994B (en) | 2009-06-29 | 2009-06-29 | Slope dike for continuously lifting height of horizontal plane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101484010A CN101935994B (en) | 2009-06-29 | 2009-06-29 | Slope dike for continuously lifting height of horizontal plane |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101935994A CN101935994A (en) | 2011-01-05 |
| CN101935994B true CN101935994B (en) | 2013-08-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009101484010A Expired - Fee Related CN101935994B (en) | 2009-06-29 | 2009-06-29 | Slope dike for continuously lifting height of horizontal plane |
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| Country | Link |
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| CN (1) | CN101935994B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487752A (en) * | 2018-12-19 | 2019-03-19 | 新疆维吾尔自治区交通规划勘察设计研究院 | Rock head dam structure for highway subgrade water injury protection |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2511408A1 (en) * | 1975-03-15 | 1976-09-23 | Erich Bacher | Dam for protection against high water level - has separate section lifted to raise dam as necessary |
| CN1384250A (en) * | 2002-05-28 | 2002-12-11 | 王建国 | Subsiding step type riverbed and river channel improvement method |
| CN101353891A (en) * | 2008-03-19 | 2009-01-28 | 孙光斌 | Terrace type wind power hydropower station having optimum benefit-expense ratio |
-
2009
- 2009-06-29 CN CN2009101484010A patent/CN101935994B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2511408A1 (en) * | 1975-03-15 | 1976-09-23 | Erich Bacher | Dam for protection against high water level - has separate section lifted to raise dam as necessary |
| CN1384250A (en) * | 2002-05-28 | 2002-12-11 | 王建国 | Subsiding step type riverbed and river channel improvement method |
| CN101353891A (en) * | 2008-03-19 | 2009-01-28 | 孙光斌 | Terrace type wind power hydropower station having optimum benefit-expense ratio |
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| Publication number | Publication date |
|---|---|
| CN101935994A (en) | 2011-01-05 |
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| ASS | Succession or assignment of patent right |
Owner name: LI MINGJUAN Effective date: 20130128 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Effective date of registration: 20130128 Address after: 152300 Helen city of Heilongjiang province and home building A-B, West Wing Li Xiuyan Xinwang hardware general merchandise stores Applicant after: Li Qunchao Applicant after: Li Mingjuan Address before: 152300 Helen city of Heilongjiang province and home building A-B, West Wing Li Xiuyan Xinwang hardware general merchandise stores Applicant before: Li Qunchao |
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