CN102561255A - Method for constructing reservoirs and perched rivers - Google Patents
Method for constructing reservoirs and perched rivers Download PDFInfo
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- CN102561255A CN102561255A CN201210039336XA CN201210039336A CN102561255A CN 102561255 A CN102561255 A CN 102561255A CN 201210039336X A CN201210039336X A CN 201210039336XA CN 201210039336 A CN201210039336 A CN 201210039336A CN 102561255 A CN102561255 A CN 102561255A
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Abstract
The invention discloses a method for constructing reservoirs and perched rivers, which includes: surveying landform; mastering geological structure of a region; setting a desanding pump on the region; using the desanding pump to pump mixture of silt or gravel and water below the surface of the region to the surface, and allowing the surface of the region to settle to form a reservoir or perched river. The desanding pump is used to pump the mixture of silt or gravel and water below the surface of the region, the surface of the region can settle to form the reservoir or perched river, and accordingly modification efficiency is improved and cost is reduced.
Description
Technical field
The present invention relates to a kind of land reclamation new technology, especially relate to a kind of method of building reservoir and hanging river.
Background technology
Along with the development of society, the increase of population, the increasing demand of industry and living water use strengthens, and the contradiction of water requirement and water supply capacity is aggravated year by year, and the influence of natural causes such as global warming makes imbalance between supply and demand then make the matter worse especially.As optimizing Water Resources Allocation; Improve the Critical policies and the means of water resources carrying capacity; Ground reservoir becomes the major programme of water conservancy circle already, but owing to the immigrant of reservoir, flood the limitation of problems such as safety, stable, seepage, water source, alluvial, can not generally use.Study new reservoir filling form, one of current just focus.
Summary of the invention
The defective that The present invention be directed to the existence of above-mentioned background technology provides a kind of method of transforming efficient and construction reservoir that reduces cost and hanging river that improves.
For realizing above-mentioned purpose; The invention discloses a kind of method of building reservoir and hanging river; It comprises the prospecting topography and geomorphology, grasps the region geologic structure, on said region, sand discharging pump is set; Said sand discharging pump is drawn into the face of land with the silt of below, the face of land, said region or the mixture of gravel and water, and said region ground settlement forms reservoir or hanging river.
Further, the silt that said sand discharging pump extracts or the mixture of gravel and water are piled up at said reservoir edge, form the dam, storehouse.
Further, the silt that said husky pump extracts or the mixture of gravel and water are piled up at said a copious, rapid flow of words edge, form the dam, river.
Further, the big I of said sand discharging pump caliber cooperates extraction gravel size to be provided with.
In sum, the present invention utilizes sand discharging pump to extract the silt of below, the face of land, said region or the mixture of gravel and water, and the face of land, said region can sedimentation form reservoir or hanging river, and raising is transformed efficient and reduced cost.
Description of drawings
Fig. 1 is the structural representation of reservoir of the present invention.
Fig. 2 is the structural representation of the present invention's hanging river.
The specific embodiment
For further understanding characteristic of the present invention, technological means and the specific purposes that reached, function, the present invention is described in further detail below in conjunction with the accompanying drawing and the specific embodiment.
As shown in Figure 1; The concrete mode of the present invention adopts following technical scheme: the prospecting topography and geomorphology; Grasp region 10 geologic structures; On said region 10, sand discharging pump is set, said sand discharging pump is drawn into the face of land with the silt of below, 10 faces of land, said region or the mixture of gravel and water, and the big I of said sand discharging pump caliber cooperates extraction gravel size relative set.
During practical implementation of the present invention; Said sand discharging pump extracts the mixture of silt, gravel and the water of below, 10 faces of land, said region; The silt of 10 faces of land, said region belows or the mixture of gravel and water are detached, and 10 faces of land, said region just can sedimentation, forms pit; Pit forms reservoir 20 along with the mixture of the silt that detaches away or gravel and water increases; Simultaneously, the silt that sand discharging pump extracts or the mixture of gravel and water are piled up at said reservoir 20 edges, form dam, storehouse 30.
Simultaneously; According to the use needs, said sand discharging pump extracts the silt of below, 10 faces of land, said region or the mixture of gravel and water, and 10 faces of land, said region just can sedimentation form hanging river 40; Utilize the silt of sand discharging pump extraction or the mixture of gravel and water to pile up, form dam, river 50 at said a copious, rapid flow of words 40 edges.
Sand discharging pump according to the invention can be arranged on by the river course, extracts the silt of bottom, river course or the mixture of gravel and water the river course is deepened; Perhaps extracting the silt at edge, river course or the mixture of gravel and water widens the river course.
In sum, the present invention utilizes sand discharging pump to extract the silt of below, 10 faces of land, said region or the mixture of gravel and water, and 10 faces of land, said region can sedimentation form reservoir 20 or hanging river 40, and raising is transformed efficient and reduced cost.
The above embodiment has only expressed one embodiment of the present invention, and it describes comparatively concrete and detailed, but can not therefore be interpreted as limitation of the scope of the invention.Should be pointed out that for the person of ordinary skill of the art under the prerequisite that does not break away from the present invention's design, can also make some distortion and improvement, these all belong to protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with accompanying claims.
Claims (4)
1. build reservoir and a copious, rapid flow of words method for one kind; It is characterized in that: the prospecting topography and geomorphology; Grasp region (10) geologic structure; On said region (10), sand discharging pump is set, said sand discharging pump is drawn into the face of land with the silt of below, the face of land, said region (10) or the mixture of gravel and water, and said region (10) ground settlement forms reservoir (20) or hanging river (40).
2. a kind of method of building reservoir and hanging river according to claim 1, it is characterized in that: the silt that said sand discharging pump extracts or the mixture of gravel and water are piled up at said reservoir (20) edge, form dam, storehouse (30).
3. a kind of method of building reservoir and hanging river according to claim 1 is characterized in that: the silt that said husky pump extracts or the mixture of gravel and water are piled up at said hanging river (40) edge, form dam, river (50).
4. a kind of method of building reservoir and hanging river according to claim 1 is characterized in that: the big I of said sand discharging pump caliber cooperates extraction gravel size to be provided with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210039336XA CN102561255A (en) | 2012-02-21 | 2012-02-21 | Method for constructing reservoirs and perched rivers |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210039336XA CN102561255A (en) | 2012-02-21 | 2012-02-21 | Method for constructing reservoirs and perched rivers |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102561255A true CN102561255A (en) | 2012-07-11 |
Family
ID=46407739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210039336XA Pending CN102561255A (en) | 2012-02-21 | 2012-02-21 | Method for constructing reservoirs and perched rivers |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102561255A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4287141A (en) * | 1976-11-22 | 1981-09-01 | National Research Development Corporation | Embankments construction |
| CN2299896Y (en) * | 1995-07-14 | 1998-12-09 | 曾民先 | Movable silt sucker for reservoir and river channel |
| CN2869143Y (en) * | 2005-11-04 | 2007-02-14 | 赵立武 | Combined desilting pond-digging machine set |
| CN201003179Y (en) * | 2006-12-28 | 2008-01-09 | 张雅辉 | Reservoir deposit mud discharging device |
-
2012
- 2012-02-21 CN CN201210039336XA patent/CN102561255A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4287141A (en) * | 1976-11-22 | 1981-09-01 | National Research Development Corporation | Embankments construction |
| CN2299896Y (en) * | 1995-07-14 | 1998-12-09 | 曾民先 | Movable silt sucker for reservoir and river channel |
| CN2869143Y (en) * | 2005-11-04 | 2007-02-14 | 赵立武 | Combined desilting pond-digging machine set |
| CN201003179Y (en) * | 2006-12-28 | 2008-01-09 | 张雅辉 | Reservoir deposit mud discharging device |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120711 |