CN207392122U - It is a kind of that there is the key water control project of desilting - Google Patents
It is a kind of that there is the key water control project of desilting Download PDFInfo
- Publication number
- CN207392122U CN207392122U CN201621392232.7U CN201621392232U CN207392122U CN 207392122 U CN207392122 U CN 207392122U CN 201621392232 U CN201621392232 U CN 201621392232U CN 207392122 U CN207392122 U CN 207392122U
- Authority
- CN
- China
- Prior art keywords
- flume
- desilting
- water control
- water
- river
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Barrages (AREA)
Abstract
The utility model is related to a kind of key water control projects, and in particular to a kind of to have the function of the key water control project of desilting.The key water control project, by upper river (1), downstream river course (2) and flume (3) composition.Wherein, flume (3) is arranged on the side of the utility model upper river (1), and setting pot (7) is arranged on the inside of flume (3).
Description
Technical field
The present invention relates to a kind of key water control projects, and in particular to a kind of to have the function of the key water control project of desilting.
Background technology
Existing key water control project, while diversion, it is impossible to control silt well, often bring down substantial amounts of silt into
Trip not only breaks up environment, and influences the growth of vegetation.
We to existing key water control project carry out largely investigate and analyse in depth after, design one kind can effectively reduction of speed sink
Husky key water control project.
The content of the invention
It is an object of the invention to provide a kind of key water control projects for being capable of effective reduction of speed desilting.
Key water control project of the present invention, by upper river (1), downstream river course (2) and flume (3) composition.
Wherein, flume (3) is arranged on the side of upper river of the present invention (1), and setting pot (7) is arranged on flume (3)
Inside.
Wherein, setting pot (7) is funnel shaped wide at the top and narrow at the bottom.In the bottom of setting pot (7), sediment outflow gate (13) is set.
In the lower section of sediment outflow gate (13), the sand discharging pump (14) of one three-way shape is set.
Wherein, desilting pipeline (15) is housed in the interface of sand discharging pump (14), is connected in the other end of desilting pipeline (15)
Downstream river course (2).Silt is flowed by desilting pipeline in downstream river course.
Wherein, water-drawing gate (16) and stiling basin (17) are set on the top of flume (3).
Wherein, water gate (18) is set in the bottom of flume (3).
Wherein, the quantity of setting pot (12) can be configured according to the size of current and the content of sandstone.Can be 1-5
It is a, it is preferably 3.
Wherein, upper river (1) and the junction of flume (3), are provided with trash rack (19).
In the present invention, the function of above-mentioned all parts is as follows：
Setting pot slows down the flow velocity of water using its width, so that the ability that flowing water carries silt is greatly reduced, silt
Setting pot bottom will be deposited on.Setting pot bottom is arranged to infundibulate, facilitates to form vortex, in order to sediment outflow.
When sand setting amount reaches a certain setting value, sediment outflow gate and sand pump are opened, is vortexed in setting pot, sand setting quilt
Discharge.
The effect of water-drawing gate：Natural water is introduced into this water conservancy projects according to water diversion flow requirement.
The effect of stiling basin：The kinetic energy of natural water is eliminated, its flow velocity is reduced, facilitates follow-up sand discharge process.
The effect of trash rack：Prevent natural water surface floating material (branch, dead wood, production and living rubbish etc.) from entering this water
Sharp facility.
Sand discharging pump, in the present invention, each sand discharging pump are connected to two sediment outflow pipelines, usually only use wherein one, separately
A piece conduct is spare.Control cost can so be greatlyd save.The sand discharging pump and sediment outflow gate of sediment outflow are all positioned in underground gallery
It is interior, facilitate the maintenance of staff.
Most silt is discharged into downstream river course to pipeline at last, pipeline exposure river wall, this be in order to prevent silt in river side bank
Bulk deposition interferes river normal operation.
The present invention cannot make overall plans for existing key water control project, i.e., diversion while cannot be guaranteed downstream ecology demand；
Withered, the news water phase cannot effectively be controlled to reach diversion requirement and ensure building safety.Provide a preferable settling mode.
The present invention has the characteristics that compared with existing key water control project：
Previous setting pot is generally level-one and disappears power, level-one sand setting.Running into the larger fluvial system of relative silt content.Its
It is larger to the damage of its farmland to carry out irrigation in mountain area.However, the key water control project of the present invention is using two level sand setting sand flushing system, so-called two
Grade sand setting introduces river water in setting pot by water-drawing gate.River water water velocity after stiling basin disappears power reduces at this time, then
By level-one setting pot.Silt starts to sink in slow-flowing stream, and the overflow bank that top clear stream covers set by setting pot falls into two
Grade setting pot.Similarly, the more tiny silt in current in level-one setting pot remaining starts accumulation of sinking, and current cover afterwards
Two level setting pot begins to pass through anti-filter wall.Sand grain size is reduced for below 0.1mm and completes entire sink in current at this time
Husky system, river water at this time then meet field irrigation requirement.
The present invention greatly improves the sand setting and capability of sediment outflow in river, and the water consumption supply in farmland is played and is centainly pacified
Full property guarantee and reserves guarantee.
The present invention key water control project so that the flowing water of upstream high sediment concentration can reduction of speed desilting, reduce sediment charge.Upper strata
Clear water enters water-drawing channel, to prevent bed load sediment from entering water-drawing channel, the datum line of flume is taken to be higher than river ground
To a certain degree, while trash rack is set to prevent sundries from entering flume.
Tract disposes overfall dam, can be while water diversion flow is ensured in dry season, in flood water phase flood control and disaster reduction.Horizontal river
The drop of road accumulation, improves water diversion, can wash away upstream shoal materials by current sand carrying capacity when the guillotine door was open.
Meanwhile the present invention can effectively be lowered into the sediment charge of flume, and the no longer manually method of dredging
Handle the desilting of upstream.
What the key water control project of the present invention was designed primarily directed to mountain area, the design of key water control project bend：According to upland water stream
Speed design channel bending degree.Flume position：It chooses optimum position opening at upper river and flume is set.Accumulation falls
Difference：According to landform longitudinal slope, channel length is designed, upstream silt can be washed away by ensureing the head of accumulation, and for people
Desilting in work channel can drain into river downstream by desilting pipeline.Channel cofferdam：Using vertical pattern, with solving mountain area
Shape excavates the problem of difficulty is big, reduces construction volume.To ensure stability, riveting muscle is added in wherein.Selection：It takes on the spot as far as possible
Material reduces cost, but has to calculate materials according to the actual demand of related specifications and hydraulic engineering.
The key water control project of the present invention, can not only realize 100m3The water diversion flow of/s, and disclosure satisfy that and stop 0.1mm
More than silt enters the effect of flume.We used a series of component building objects, and on the basis of mountain area building is considered
Trash rack, electrochemical anti-corrosive etching method etc. are used.We know very well the importance of the safe operation of engineering construction, therefore, in order to
The irrigation in mountain area flume layout on plane engineering can be permanent performance water conservancy effect, ensure its trouble-free operation, we be its
There is provided more firm structures, facilitate subsequent use, and create facility as big as possible for possible repair.
Description of the drawings
The resultative construction figure of Fig. 1, key water control project
Fig. 2, setting pot
It is marked in figure：
Upper river (1), downstream river course (2), flume (3), overfall dam (4), concave bank (5) and convex bank (6), setting pot
(7), anti-filter wall (8), sand discharge lock (9), stiling basin (10), anchor pole (11), river wall (12), sediment outflow gate (13), sand discharging pump
(14), desilting pipeline (15), water-drawing gate (16), stiling basin (17), water gate (18), trash rack (19),
Specific embodiment
By specific examples below, the present invention is further illustrated, but not as the limitation of the present invention.
Embodiment 1, key water control project
Key water control project of the present invention, by upper river (1), downstream river course (2) and flume (3) composition.
Wherein, flume (3) is arranged on the side of upper river of the present invention (1), and setting pot (7) is arranged on flume (3)
Inside.
Wherein, flume (3) is arranged on the side of upper river (1), and setting pot (7) is arranged on the inside of flume (3).
Embodiment 2, key water control project
Key water control project of the present invention, by upper river (1), downstream river course (2) and flume (3) composition.
Wherein, flume (3) is arranged on the side of upper river of the present invention (1), and setting pot (7) is arranged on flume (3)
Inside.
Wherein, flume (3) is arranged on the side of upper river (1), and setting pot (7) is arranged on the inside of flume (3).
Wherein, setting pot (7) is funnel shaped wide at the top and narrow at the bottom.In the bottom of setting pot (7), sediment outflow gate (13) is set.
In the lower section of sediment outflow gate (13), the sand discharging pump (14) of one three-way shape is set.
Wherein, desilting pipeline (15) is housed in the interface of sand discharging pump (14), is connected in the other end of desilting pipeline (15)
Downstream river course (2).Silt is flowed by desilting pipeline in downstream river course.
Embodiment 3, key water control project
Key water control project of the present invention, by upper river (1), downstream river course (2) and flume (3) composition.
Wherein, flume (3) is arranged on the side of upper river of the present invention (1), and setting pot (7) is arranged on flume (3)
Inside.
Wherein, flume (3) is arranged on the side of upper river (1), and setting pot (7) is arranged on the inside of flume (3).
Wherein, setting pot (7) is funnel shaped wide at the top and narrow at the bottom.In the bottom of setting pot (7), sediment outflow gate (13) is set.
In the lower section of sediment outflow gate (13), the sand discharging pump (14) of one three-way shape is set.
Wherein, desilting pipeline (15) is housed in the interface of sand discharging pump (14), is connected in the other end of desilting pipeline (15)
Downstream river course (2).Silt is flowed by desilting pipeline in downstream river course.
Wherein, water-drawing gate (16) and stiling basin (17) are set on the top of flume (3).
Wherein, water gate (18) is set in the bottom of flume (3).
Wherein, the quantity of setting pot (12) can be configured according to the size of current and the content of sandstone.Can be 1-5
It is a, it is preferably 3.
Wherein, upper river (1) and the junction of flume (3), are provided with trash rack (19).
Claims (1)
1. a kind of have the function of the key water control project of desilting, it is characterized in that, by upper river (1), downstream river course (2) and flume
(3) form, wherein, flume (3) is arranged on the side of upper river (1), and setting pot (7) is arranged on the inside of flume (3),
Wherein, water-drawing gate (16) and stiling basin (17) are set on the top of flume (3),
Wherein, anti-filter wall (8) is set in the tail end of flume (3), setting pot (7) is funnel shaped wide at the top and narrow at the bottom, in sand setting
The bottom in pond (7) sets sediment outflow gate (13), and the sand discharging pump (14) of a three-way shape is set in the lower section of sediment outflow gate (13),
Desilting pipeline (15) is housed in the interface of sand discharging pump (14), in the other end connection downstream river course (2) of desilting pipeline (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621392232.7U CN207392122U (en) | 2016-12-17 | 2016-12-17 | It is a kind of that there is the key water control project of desilting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621392232.7U CN207392122U (en) | 2016-12-17 | 2016-12-17 | It is a kind of that there is the key water control project of desilting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392122U true CN207392122U (en) | 2018-05-22 |
Family
ID=62401578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621392232.7U Expired - Fee Related CN207392122U (en) | 2016-12-17 | 2016-12-17 | It is a kind of that there is the key water control project of desilting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207392122U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109267535A (en) * | 2018-11-16 | 2019-01-25 | 彭国洪 | A kind of administering method of plain river |
| CN109267536A (en) * | 2018-11-16 | 2019-01-25 | 彭国洪 | A kind of Waterway Regulation of library tail falling zone |
| CN110453642A (en) * | 2019-06-20 | 2019-11-15 | 庞双芹 | A kind of device of precipitating Yellow River mud output clear water |
| CN110528475A (en) * | 2019-08-10 | 2019-12-03 | 中国水利水电第七工程局有限公司 | A kind of hydraulic engineering water intake system |
-
2016
- 2016-12-17 CN CN201621392232.7U patent/CN207392122U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109267535A (en) * | 2018-11-16 | 2019-01-25 | 彭国洪 | A kind of administering method of plain river |
| CN109267536A (en) * | 2018-11-16 | 2019-01-25 | 彭国洪 | A kind of Waterway Regulation of library tail falling zone |
| CN110453642A (en) * | 2019-06-20 | 2019-11-15 | 庞双芹 | A kind of device of precipitating Yellow River mud output clear water |
| CN110528475A (en) * | 2019-08-10 | 2019-12-03 | 中国水利水电第七工程局有限公司 | A kind of hydraulic engineering water intake system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207392122U (en) | It is a kind of that there is the key water control project of desilting | |
| CN103938591B (en) | A kind of method reducing reservoir on hyperconcentration river alluvial | |
| CN103938578B (en) | A kind of reservoir on hyperconcentration river subtract silt system | |
| CN207376562U (en) | A kind of key water control project that can filter silt | |
| CN103866774B (en) | For bank protection and the ditch pipe network protection body collapsing the solid soil of hilllock draining | |
| CN101260661A (en) | Automatic irrigation and drainage method and system for agricultural land | |
| CN105089020A (en) | Siltation reduction method for reservoir | |
| CN106948310A (en) | The storage that a set of radical cure river reservoir silts up arranges clearly muddy except silt system | |
| JP6556506B2 (en) | Sand collection device for dams, rivers and intakes | |
| CN206562602U (en) | A kind of water conservancy anti-clogging gate | |
| JP3918043B2 (en) | Sand discharge and mud drainage system method for water storage and intake dams and sand discharge and mud discharge method for water storage and intake dams | |
| CN207392146U (en) | A kind of key water control project with filtering function | |
| CN205296100U (en) | Husky equipment is arranged in reservoir segmentation | |
| CN203755322U (en) | Channel pipe network guarded body used for slope protection and drainage and soil fixation of slope collapse | |
| CN202214710U (en) | Overflowing-drainage integrated brake weir | |
| CN207419368U (en) | A kind of key water control project with sensor device | |
| CN206986826U (en) | It is a kind of can effective reduction of speed desilting key water control project | |
| Auel et al. | Sediment management in the Solis reservoir using a bypass tunnel | |
| CN104831689A (en) | Siltation-preventing water intake facility achieving automatic flood prevention and pollution discharge | |
| CN203904907U (en) | A silt reduction system for a reservoir | |
| CN105089006A (en) | Siltation reduction system for reservoir | |
| CN206220172U (en) | Tubular type diversion pumping plant | |
| CN104895019B (en) | Reservoir desilting system | |
| CN204715310U (en) | A kind of reservoir desilting system | |
| CN105421288A (en) | Large reservoir basin reservoir silt beach sand sluicing structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180522 Termination date: 20191217 |